Irrigation (Department of) Photographs

Index of images Series 1. 1895-1959

Physical Description: 3.6 linear feet

Scope and Content

The index is comprised of cards that contain the image descriptions as well as mounted prints. The index is organized according to the department's original classification system.

Box 59, Folder 1

Salter Fill, Modesto Irrigation District 700-A-a-143 1915 December 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows the downstream slope of the Salter Fill, ready for lining.

Box 59, Folder 2

Dam in Strawberry Furrow, Pajaro Valley, California 700-A-a-144 1915 August 26

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

These dams are placed at intervals of about 80 feet in furrows in a strawberry field where the furrows are given any grade. Their purpose is to hold back the irrigation water and thus to permit of an adequate irrigation at the upper ends of the furrows as well as at the lower ends. The reason for laying the furrows on a grade is to permit rain water to run off in the winter where the soil is so heavy that it does not absorb rain water as it falls. Otherwise the water would flood over the berry vines and injure them. these dams are of earth and are covered with cloth or paper to prevent their washing away. These excess water flows over the dam into the next section below.

Box 59, Folder 3

Section of Morgan Fill, Turlock Irrigation District, Cal 700-A-a-145 1915 December 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows the type of slate rock used for the two outer walls of this fill. The only hydraulic material was placed inside. Owing to the looseness of this slate rock, the fill has settled several inches. At the bottom of the picture is shown the lower end of the storm culvert beneath the fill.

Box 59, Folder 4

Upper Dominici Fill, Modesto Irrigation District, Cal 700-A-a-146 1915 December 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

On the east is a vertical cliff, showing where the fill has settled. The loose material at the top had recently wasted there and the rains started erosion.

Box 59, Folder 5

West End of San Fernando Dam, Los Angeles Aqueduct, California 700-A-a-147 1915 December 21

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The aqueduct gate is shown on the hillside; also trestle of three pipes for sluicing.

Box 59, Folder 6

Lower Slope of Hydraulicked Mockingbird Canyon Lake Dam, Riverside, California 700-A-a-148 1915 December 14

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The wasteway is shown on the right.

Box 59, Folder 7

Rairden Fill, Modesto Irrigation District, California 700-A-a-149 1915 February 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows the upper side of the fill. The sand pump and sluiceway can be seen on the left of the picture.

Box 59, Folder 8

Mockingbird Canyon Lake Dam, Riverside, California 700-A-a-150 1915 December 14

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is the upper slope of the Dam, showing the core-wall. This picture and Picture No. 700-A-a-155 form a panorama.

Box 59, Folder 9

Morgan Fill, Turlock Irrigation District, Cal 700-A-a-151 1915 December 01

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This view was taken looking up the canal.

Box 59, Folder 10

San Fernando Dam, Los Angeles Aqueduct, California 700-A-a-152 1915 December 21

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This picture was taken looking east. The drainage well is shown in the foreground.

Box 59, Folder 11

East End of San Fernando Dam, Los Angeles Aqueduct, California 700-A-a-153 1915 December 21

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Earth is being hauled from the steam shovel and dumped in the crusher and sump, above the east end of the Dam.

Box 59, Folder 12

Diversion weir of Moore dam, Yolo Water and Power Co., Cache Creek 700-A-a-154 1914 August

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 13

Mockingbird Canyon Lake Dam, Riverside, California 700-A-a-155 1915 December 14

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is the upper slope of the Dam, showing the core-wall. This picture and Picture No. 700-A-a-150 form a panorama.

Box 59, Folder 14

Brush Breakwater near Saugus, California 700-A-a-156 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 15

Indian Hill Hydraulic Fill, Modesto Irrigation District, Cal 700-A-a-157 1915 December 05

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

On the right is shown the end of the hydraulicking flume. A portion of the concrete side lining in course of construction is shown in the distance adjoining the lining of the canal beyond the fill. The contract price of hydraulicking this fill was 24-1/2 cents per cubic yard for about 36,000 cubic yards of fill.

Box 59, Folder 16

La Grange Dam on Tuolumne River, La Grange, California 700-A-a-158 1915 July 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

On the left is the headgate of the Modesto Canal, and at the right is the hillside through which the Turlock tunnel is constructed.

Box 59, Folder 17

Capay Dam of the Yolo Water & Power Co., Yolo County, Cal 700-A-a-159 1914 November 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is a diversion dam situated on Cache Creek, several miles above Capay in Yolo County, completed February 1913, at a cost of $45,000. On the right is the headgate of Adams Canal which supplies water for lands on north side of Cache Creek. At the south end of the dam, just outside the picture, is a similar headgate for Winters Canal, which supplies lands in the neighborhood of Madison and thence south to Winters and east to Davis.

Box 59, Folder 18

Capay Dam of Yolo Water & Power Co., on Cache Creek, Cal. (See Picture No. 700-A-a-159) 700-A-a-160 1915 November 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 19

Capay Dam of Yolo Water & Power Co., on Cache Creek, Cal. (See Picture No. 700-A-a-159) 700-A-a-161 1915 November 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 20

Diversion Dam and Head of East Ditch, Big Rock Creek Irrigation District, Cal 700-A-a-162 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This picture was taken June 30, 1915, following a winter of very heavy rainfall, and it undoubtedly shows more water in Big Rock Creek than would be found at this time of the summer in a year of normal rainfall.

Box 59, Folder 21

Clear Lake Impounding Dam, Yolo Water & Power Co., near Lower Lake, Cal 700-A-a-163 1914 November 28

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is located at the first riffle in Cache Creek after leaving Clear Lake. The dam was completed October 1, 1914, at a cost of $80,000. The dam has 15 gates capable of discharging 12,000 cubic feet per second. On the right is the gate leading to the tunnel which is intended to supply water for power purposes lower down on Cache Creek.

Box 59, Folder 22

Part of Clear Lake Dam, Yolo Water and Power Company, near Lower Lake, California 700-A-a-164 1914 November 28

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This view represents the south end of this impounding dam. This picture and Pictures Nos. 166 & 167 form a panorama. For description of the dam see Picture No. 163. The picture was taken from the lower side.

Box 59, Folder 23

Rairden Fill, Downstream Side, and Looking Down Canal, Modesto Irrigation District, Cal 700-A-a-165 1915 December 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The sub-structure of the wooden flume can be seen projecting above the hydraulicked earth.

Box 59, Folder 24

Part of Clear Lake Dam, Yolo Water and Power Company, near Lower Lake, California 700-A-a-166 1914 November 28

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This view represents the middle of the impounding dam. This picture and Pictures Nos. 164 & 167 form a panorama. For description of the dam see Picture No. 163

Box 59, Folder 25

Part of Clear Lake Dam, Yolo Water and Power Company, near Lower Lake, California 700-A-a-167 1914 November 28

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This view represents the north end of the impounding dam. This picture and Pictures Nos. 164 & 166 form a panorama. For description of the dam see Picture No. 163.

Box 59, Folder 26

San Fernando Dam, Cal., Showing Outlet Towers 700-A-a-168 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

This is a hydraulic filled dam, situated at the edge of San Fernando Valley, near San Fernando, on the line of the Los Angeles aqueduct. Water enters the reservoir from the aqueduct through a spillway on the left, not shown in the picture. A division box is located at the spillway and from that the main pipe line for the Los Angeles city supply passes through the left-hand tower. Water can also be taken into this pipe from the reservoir through the left-hand tower. The right-hand tower is the outlet to the San Fernando Irrigation District.

Box 59, Folder 27

This, and the Succeeding Picture, Show Bassano Dam, on the Canadian Pacific Railroad Project, East of Calgary, Alberta, Canada 700-A-a-169 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 28

Submerged dam, Tujonga Wash, Los Angeles, county 700-A-a-170 1916

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 29

Bassano Dam, on the Canadian Pacific Railroad Project, East of Calgary, Alberta, Canada. (See Picture No. 169) 700-A-a-172 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 30

Capay Dam, Yolo Water and Power Company, California 700-A-a-173 1914

Photographer: J.L.K.

Box 59, Folder 31

Restraining Dam of the Yolo Water and Power Company at the Outlet of Clear Lake, California 700-A-a-174 1914

Photographer: J.L.K.

Box 59, Folder 32

Diverting Dam, Across Cache Creek, Yolo Water and Power Company, California 700-A-a-175 undated

Box 59, Folder 33

Diversion dam for feeder canal to supply East Park Reservoir Dam, from above, Orland Project, Cal 700-A-a-176 1914

Photographer: J.L.K.

Box 59, Folder 34

Diversion Dam and Supply Canal to East Park Reservoir, Orland Project, California 700-A-a-177 1914

Photographer: J.L.K.

Box 59, Folder 35

East Park Reservoir Dam, Orland Project, California 700-A-a-178 1914

Photographer: J.L.K.

Box 59, Folder 36

Inner facing in the San Fernando Dam, Above the Los Angeles Aqueduct System, California 700-A-a-179 1914 December

Photographer: J.L.K.

Box 59, Folder 37

Old Bear Valley Dam, San Bernardino County, California 700-A-a-180 undated

Photographer: Tait, C.E.

Box 59, Folder 38

Dam at outlet of Mc Coy Flat Reservoir on headwaters of Susan River, Lassen Co 700-A-a-181 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

This reservoir is the property of the Lassen Irrigation Company. The dam was enlarged while the system was under the control of Scott McArthur prior to its sale to the farmers at Standish.

Box 59, Folder 39

Possible Dam Site in Bear River on Property owned by Ivan H. Parker of Auburn 700-A-a-182 1917 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

The width of the canyon at the bottom of the dam would be about 80 feet and with a hundred foot height the top width would be about 300 feet. The reservoir site back of this dam site was surveyed in 1904 as a proposed debris collecting basin. At an elevation of 75 feet above the present bed this survey gives the storage capacity as 7,500,000 cubic yards; at an elevation of 100 feet a storage capacity of 14,500,000 cubic yards or about 9000 acre feet. The elevation of this reservoir site is about 1800 feet according to Mr. Parker or about 450 feet above Auburn.

Box 59, Folder 40

Morena Dam, San Diego County, showing crest and lower face 700-A-a-183 1917 November

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 41

Morena Dam, San Diego County, showing crest and upper face 700-A-a-184 1917 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

Moreno Reservoir was formerly one of the properties of the Southern California Mountain Water Co., but is now owned by the city of San Diego for a portion of its municipal supply. The height of the dam as completed in 1912 was 267 feet. The crest was raised 5 feet in 1916 in order to give a larger head over the spillway without overtopping during flood periods.

Box 59, Folder 42

New La Mesa Eastwood Type Multiple Arch Dam. Cuyamaca Water System, San Diego County, nearing completion January, 1918 700-A-a-185 1918 January

Photographer: Adams, Frank, 1875-1967

Scope and Content

This dam is 900 feet long and 113 feet high and was to be completed in January, 1918 at an approximate cost of $130,000.

Box 59, Folder 43

Central Arch of new La Mesa Multiple Arch Dam, Cuyamaca Water System, San Diego County, January, 1918 700-A-a-186 1918 January

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 44

Clearing Magalia Dam Site, Paradise Irrigation District, July, 1917 700-A-a-187 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

The trench in the center is for puddled core. The reservoir made by the dam to be built at this site has a capacity of only 3200 acre-feet when built to a height of 90 feet. Two dams are necessary at this site, one where the clearing is under way and a smaller one where the trestle is shown at the extreme top center of the picture.

Box 59, Folder 45

Looking Down Stream from Big Meadows Dam 700-A-a-189 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

On the left is shown uncompleted portion of Eastwood Multiple Arch Dam abandoned prior to construction of present dam. July, 1917.

Box 59, Folder 46

Big Meadows Dam of Great Western Power Company 700-A-a-190 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

This is a hydraulic fill dam and has an impounding capacity of 300,000 acre- feet. The ultimate planned capacity with higher dam is 1,200,000 acre-feet. July, 1917.

Box 59, Folder 47

Power Company Dam across Merced River at Merced Falls 700-A-a-192 1918 June 20

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 48

Dam of San Joaquin and Kings River Canal and Irrigation Company across San Joaquin River south of Firebaugh 700-A-a-193 1918 April 2

Photographer: Adams, Frank, 1875-1967

Scope and Content

At the extreme right of the picture near the pile driver, the railing indicates the bulge at the southeast end of the dam. This weakening of this structure has lead the company to prepare plans for a concrete dam across the river to be placed slightly below.

Box 59, Folder 49

Crocker-Huffman Dam Across Merced River below Snelling 700-A-a-194 1918 June 20

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 50

Sweetwater Dam, San Diego County 700-A-a-195 undated

Scope and Content

Height of dam, 118 feet. Length of dam, 500 feet. Capacity of siphon spillway of six 6' x 12' Units, 16,000 cu. ft. per sec. Capacity of overflow spillways (center and south end of dam, 32,000 cu. ft, per sec). Total capacity of all spillways, 48,000 cu. ft. per second. Length of center overflow spillway, 236'. Length of south overflow spillway, 234'. Efficiency of siphon spillway figures at 70% under 36' head.

Box 59, Folder 51

Barrett dam site and temporary dam owned by city of San Diego, Calif 700-A-a-200 1897? March

Photographer: Tait, C.E.

Box 59, Folder 52

Brush dam across Cache Creek above Rumsey, Calif.; ruins of head of Clear Lake Water Works irrigating system 700-A-a-201 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 53

Cache Creek Dam, (below Proctor's pump) put in temporarily late in the season when irrigation by pumping is undertaken, Calif 700-A-a-202 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 54

Brush dam above Rumsey. Head of remains of old Clear Lake ditch; irrigating about 100 acres during the summer of 1900. Calif 700-A-a-203 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 55

Old Clear Lake Dam, Calif. Heavy timber dam built across Cache Creek below the gorge leading from Capay valley by the Clear Creek Water Works. This was to have been the head of the most extensive irrigation works ever planned for Yolo County 700-A-a-204 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 56

Temporary dam on Cache Creek, Calif. and pumping machinery user by Messers. Morrin and Batey on their ranches, north side of Cache Creek above the Nelson bridge. The engine in sight is that owned by S.V. Searlett 700-A-a-205 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 57

Rock and Brush Check Dam, Constructed by Los Angeles County in Haines Canyon, California 700-A-a-206 undated

Photographer: Tait, C.E.

Scope and Content

The double crest dissipates the force of the overflow. The dam is depressed where it will concentrate the overflow on the larger rock in the natural stream bed.

Box 59, Folder 58

Rock Check Dam, Constructed by Los Angeles County in Haines Canyon, in Experimental Work on Flood Control, California 700-A-a-207 undated

Photographer: Tait, C.E.

Box 59, Folder 59

Check Dams Built by Los Angeles County in Haines Canyon, California 700-A-a-208 undated

Photographer: Tait, C.E.

Box 59, Folder 60

Mill Creek Canyon, California 700-A-a-209 undated

Photographer: Tait, C.E.

Box 59, Folder 61

Division and Control Gate on Ditch for Spreading Water on San Antonio Creek, California 700-A-a-210 undated

Photographer: Tait, C.E.

Scope and Content

This view shows the general character of the spreading ground.

Box 59, Folder 62

Mouth of San Antonio Canyon, California 700-A-a-211 undated

Photographer: Tait, C.E.

Scope and Content

This picture shows damaged concrete diversion dam for spreading water. The view shows the reinforcing rods from which the concrete has been worn away by debris carried by stream.

Box 59, Folder 63

Construction of Rock Levee faced with Boulders, Enclosed by Wire Mesh, on San Antonio Creek, California 700-A-a-212 undated

Photographer: Tait, C.E.

Box 59, Folder 64

Rock Levee on San Antonio Creek, California 700-A-a-213 undated

Photographer: Tait, C.E.

Scope and Content

The drift on the face of the levee shows the height at which the flood water stood.

Box 59, Folder 65

One of Many Check Dams in Ward Canyon, near Los Angeles, California 700-A-a-214 undated

Photographer: Tait, C.E.

Scope and Content

This was built to prevent flood damage on a private estate.

Box 59, Folder 66

Cuyamaca Dam, San Diego County, California 700-A-a-215 1908

Photographer: Tait, C.E.

Box 59, Folder 67

Dye Canon reservoir dam, Los Angeles Aqueduct 700-A-a-216 1912

Photographer: Tait, C.E.

Box 59, Folder 68

New Eastwood Multiple Arch Dam, Below Old Bear Valley Dam, Crest of Latter Showing Above the Water Line, California 700-A-a-217 1913

Photographer: Tait, C.E.

Box 59, Folder 69

Escondido dam, San Diego County, Calif. From lower side 700-A-a-218 1895 August

Photographer: Tait, C.E.

Box 59, Folder 70

Escondido Rock Fill Dam, San Diego County, California 700-A-a-219 1910

Photographer: Tait, C.E.

Box 59, Folder 71

Folsom dam taken from top of waste gate at side, Calif 700-A-a-220 1900 May

Box 59, Folder 72

Franklin Canyon Dam of the Los Angeles Aqueduct, Cal 700-A-a-221 1914 April

Photographer: Tait, C.E.

Box 59, Folder 73

Hemet dam, southern California 700-A-a-222 1893 January

Photographer: Tait, C.E.

Box 59, Folder 74

Laguna dam from California side of Colorado River 700-A-a-223 1913 August

Photographer: Tait, C.E.

Box 59, Folder 75

La Grange Dam at the head of Modesto and Turlock Canals. At left is shown concrete spill at head of Modesto Canal. Calif 700-A-a-224 undated

Box 59, Folder 76

La Mesa dam, Cuyamaca Water Co., San Diego Co., Calif 700-A-a-225 1908

Photographer: Tait, C.E.

Box 59, Folder 77

La Mesa Dam, San Diego County, California. Since submerged by construction of multiple arch Eastwood Dam, 1917 700-A-a-226 1915 October

Photographer: Tait, C.E.

Scope and Content

Constructed by the San Diego Flume Co., now Cuyamaca Water Company. This is a hydraulic fill.

Box 59, Folder 78

"Middle Dam" showing manner of laying logs, South Fork of Stanislaus River, Calif 700-A-a-227 undated

Box 59, Folder 79

Timber Crib Dam- Plank slope of "Middle Dam", South Fork of Stanislaus River, Calif 700-A-a-228 1908

Box 59, Folder 80

Debris gathered at Middle Dam on South Fork of Stanislaus River, Cal 700-A-a-229 1908

Box 59, Folder 81

Old Mission Dam, San Diego River, California 700-A-a-230 1914 March

Photographer: Tait, C.E.

Box 59, Folder 82

Mockingbird dam, Gage Canal Co. Hydraulic fill with concrete core 700-A-a-231 1915 September

Photographer: Tait, C.E.

Box 59, Folder 83

Moore Dam, Calif 700-A-a-232 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 84

Lower Otay dam, water at 60 ft. level, San Diego County, Calif 700-A-a-233 1897 March

Photographer: Tait, C.E.

Box 59, Folder 85

Lower Otay Dam, California 700-A-a-234 1911 October

Photographer: Tait, C.E.

Scope and Content

Rockfill with steel core. Destroyed February 1916 by being overtopped - spillway inadequate.

Box 59, Folder 86

Site of Lower Otay Dam After Destruction, California 700-A-a-235 1916 February

Photographer: Tait, C.E.

Box 59, Folder 87

Upper Otay Dam, California 700-A-a-236 1911 October

Photographer: Tait, C.E.

Scope and Content

Built of concrete with reinforcement of old street railway cable. This is not a "gravity" dam and for that reason has been much criticized by engineers.

Box 59, Folder 88

Upper Otay Dam, California 700-A-a-237 1911 October

Photographer: Tait, C.E.

Scope and Content

This was built by the predecessor of the Southern California Mtn. Water Company (Spreckles Co.) now owned by San Diego City.

Box 59, Folder 89

Upper Otay Dam, California. View taken from west end 700-A-a-238 1911 October

Photographer: Tait, C.E.

Scope and Content

This was built by E.S. Babcock of San Diego, without services of an engineer.

Box 59, Folder 90

Remains of Pacoina submerged dam, San Fernando Valley near Los Angeles 700-A-a-239 1915 February

Photographer: Tait, C.E.

Scope and Content

See description in Schuyler's book.

Box 59, Folder 91

Retaining dam on Lake Tahoe at mouth of Truckee, looking down river, Calif 700-A-a-240 1900 October

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 92

San Fernando Dam of the Los Angeles Aqueduct, Cal 700-A-a-241 1915 February

Photographer: Tait, C.E.

Scope and Content

The south or lower side of the dam has no concrete facing. The municipal supply line is shown in the left background.

Box 59, Folder 93

San Fernando Dam of the Los Angeles Aqueduct, Cal 700-A-a-242 1915 February

Photographer: Tait, C.E.

Scope and Content

This picture was taken in the earlier days of construction and shows the building up of the hydraulic fill beyond the portion which was lined with concrete. On the right in the middle foreground is the tressle used in carrying the hydraulic discharge pipe from one side of the dam to the other. No each side of the dam is built up from one end to the other, continuously.

Box 59, Folder 94

San Mateo dam from reservoir site, showing riprapping at ends, Calif 700-A-a-243 undated

Photographer: C.T.J.

Box 59, Folder 95

San Mateo Dam from above, Calif 700-A-a-244 undated

Photographer: C.T.J.

Box 59, Folder 96

San Mateo Dam 700-A-a-245 undated

Box 59, Folder 97

Submerged Dam on Santiago Creek, California 700-A-a-246 undated

Photographer: Tait, C.E.

Box 59, Folder 98

Submerged dam Arroya Seco near Devil's Gate, Pasadena, Calif 700-A-a-247 1910

Photographer: Tait, C.E.

Box 59, Folder 99

Sweetwater Dam, After Second Enlargement, Made in 1911. California 700-A-a-248 1911 October

Photographer: Tait, C.E.

Scope and Content

Original dam of stone masonry. First extension height only, and of concrete. Second extension of concrete, raised height and increased thickness from base up on downstream side.

Box 59, Folder 100

Water Pouring Over Sweet Water Dam After Raising about 1911. California 700-A-a-249 undated

Photographer: Tait, C.E.

Scope and Content

Picture taken after raising height of dam.

Box 59, Folder 101

Sweetwater dam, San Diego County, Calif 700-A-a-250 1908

Photographer: Tait, C.E.

Box 59, Folder 102

Yorba dam Anaheim Union Water Co. Orange Co. Calif 700-A-a-251 1915 April

Photographer: Tait, C.E.

Box 59, Folder 103

Dam at Outlet of Echo Lake 700-A-a-252 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 104

Lake Spalding Dam, Pacific Gas and Electric Company 700-A-a-253 1918 June

Photographer: Adams, Frank, 1875-1967

Scope and Content

This reservoir furnishes the main irrigation supply for Placer County fruit districts. This dam was built in 1912 and raised in 1916 to its present height of 260 feet. The structure has a crest length of 745 feet and a crest elevation of 4860 feet. The capacity of the reservoir is 63,900 acre feet; flood area 640 acres; catchment area 121 square miles and average snow depth of water shed 9 feet.

Box 59, Folder 105

Another View of Lake Spalding Dam, Pacific Gas and Electric Co 700-A-a-254 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

See picture 700-A-a-253.

Box 59, Folder 106

Temporary Dam across American River at head of Placerville Ditch 700-A-a-255 1919 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 107

Stanford Vina Ranch Dam on Deer Creek, Butte County 700-A-a-257 1918

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 108

Carroll Dam, San Diego County. This is an Eastwood type multiple arch dam in the canyon of the San Dieguito 700-A-a-258 undated

Photographer: Veihmeyer, Frank J., 1886-1977

Scope and Content

See No. 700-A-b-52

Box 59, Folder 109

Big Meadows Dam of Great Western Power Company. Lake Almanor 700-A-a-259 undated

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 110

Magalia Dam of Paradise Irrigation District 700-A-a-260 1920 August 26

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 111

Community Dam Across Butte Creek and Southern Pacific Bridge showing relative position of both structures 700-A-a-261 1918

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 112

Diagonal Dam Across Butte Creek directly below Southern Pacific Bridge 700-A-a-262 1918

Photographer: Adams, Frank, 1875-1967

Scope and Content

Built by State Land Settlement Board in cooperation with Ditch owners on Butte Creek. Diagonal construction necessary because of (a) proximity of railroad bridge, and (b) lack of suitable material for a foundation and control of diversion on left bank directly opposite the most suitable ending on right bank.

Box 59, Folder 113

Right or north end of Community Diversion Dam on Butte Creek above Durham State Land Settlement 700-A-a-263 1918

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 114

Southern Pacific Railroad Bridge and Community Dam Across Butte Creek above Durham State Land Settlement 700-A-a-264 1918

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 115

Hemet Dam, showing timber super-structure 700-A-a-265 1923 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 116

Hemet Dam and Hemet Lake 700-A-a-266 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 117

Lake Hemet and dam 700-A-a-267 1923 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 118

Murray multiple arch dam on system of Cuyamaca Water Company southeast of San Diego 700-A-a-268 1923 About August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 119

South San Joaquin Oakdale dam and upper portion south San Joaquin canal 700-A-a-269 undated

Box 59, Folder 120

Overpour south San Joaquin Oakdale dam 700-A-a-270 undated

Box 59, Folder 121

Overpour, south San Joaquin Oakdale dam 700-A-a-271 undated

Box 59, Folder 122

South San Joaquin Oakdale dam 700-A-a-272 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 123

Concrete dam across San Joaquin River at head of San Joaquin and Kings River canal 700-A-a-273 circa 1923

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 124

Anderson-Cottonwood Irrigation District diversion dam in Sacramento River from below Redding 700-A-a-274 1924 March 20

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 125

Anderson-Cottonwood Irrigation District diversion dam in Sacramento River at Redding, March 20, 1924 700-A-a-275 1924 March 20

Photographer: Adams, Frank, 1875-1967

Scope and Content

Slide No. 654

Box 59, Folder 126

Little Rock multiple arch dam, built by Little Rock and Palmdale Irrigation Districts, Mojave Desert, Los Angeles County. Cost of dam about $85 per acre- foot of storage capacity 700-A-a-276 1924 June 18

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 127

Upper face Palmdale-Littlerock Dam, shortly after completion 700-A-a-277 1924 June

Photographer: Adams, Frank, 1875-1967

Scope and Content

Slide No. 657

Box 59, Folder 128

Spillway end of Palmdale-Littlerock Dam 700-A-a-278 1924 June 18

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 129

Several Negatives: Palmdale-Littlerock Dam (from above). Shortly after completion, June 18, 1924 700-A-a-279 1924 June

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 130

Don Pedro Dam and Power House 700-A-a-280 undated

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 131

Portion of steel lining of Lower Otay Dam, about ten miles below the site of the dam. Carried down by the flood at the time the dam broke 700-A-a-281 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 132

Dam at Echo Lake, near summit of Placerville road 700-A-a-282 circa 1920

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 133

Earth-filled dam of Silver Flat Reservoir near Hayden Hill, Lassen County. Built by the Juniper Irrigation Company at a cost of about $13,500 700-A-a-283 1925 June 18

Photographer: Adams, Frank, 1875-1967

Scope and Content

Built by the Juniper Irrigation Company at a cost of about $13,500. Crest length, 1,200 feet; bottom width, 30 ft.; top width, 5 feet; area at high water, 815 acres; capacity, 3,900 acre-feet.

Box 59, Folder 134

Lookout Dam on Pit River near Lookout and head of Gooch Ditch on left, which is the highest diversion in Big Valley from Pit River 700-A-a-284 1925 June 18

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 135

Don Pedro Dam, Spillway, and Reservoir. View No. 1 700-A-a-285 1926 April 30

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 136

Don Pedro Dam. View No. 2 700-A-a-286 1925 April 30

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 137

Spillway, Don Pedro Dam. View No. 2 700-A-a-287 1926 April 30

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 138

Don Pedro Dam. View No. 1 700-A-a-288 1926 April 30

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 139

Don Pedro Dam, base and north end 700-A-a-288a 1922

Box 59, Folder 140

Lake Hodges Dam, San Diego County. (Bul. 21. Div. of Water Reserves p.310) 700-A-a-289 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 141

Lake Hodges Dam, San Diego County 700-A-a-290 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 142

Lake Hodges Dam, San Diego County 700-A-a-291 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 143

Secondary diversion dam of the Anderson Cottonwood Irrig. District Redding, California 700-A-a-292 1928 May 16

Photographer: Holland, A. H. (Albert H.)

Box 59, Folder 144

View of Melones Dam. This picture was taken from the top of the bluff near the power house 700-A-a-293 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 145

Melones Dam, 1928 700-A-a-294 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 146

Melones Dam 700-A-a-295 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 147

Melones Dam 700-A-a-296 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 148

Melones Dam 700-A-a-297 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 149

Melones Dam 700-A-a-298 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 150

Melones Dam 700-A-a-299 1928

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 151

Exchequer Dam 700-A-a-300 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 152

Exchequer Dam 700-A-a-301 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 153

Exchequer Dam 700-A-a-302 1928

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 154

Don Pedro Dam 700-A-a-303 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 155

Don Pedro Dam, 1928 700-A-a-304 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 156

Don Pedro Dam 700-A-a-305 1928

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 157

Don Pedro Dam 700-A-a-306 1928

Photographer: Adams, Frank, 1875-1967

Scope and Content

Slide No. 655

Box 59, Folder 158

Exchequer Dam 700-A-a-307 1928

Photographer: Adams, Frank, 1875-1967

Scope and Content

Slide No. 656

Box 59, Folder 159

(2 views) Don Pedro Dam 700-A-a-308 1923 April 22

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 160

Don Pedro Dam 700-A-a-309 1928

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 161

Van Giesen Diversion Dam, Bear River 700-A-a-311 1928 May 12

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Physical Description: 2 negatives

Box 59, Folder 162

Van Giesen Diversion Dam, Bear River 700-A-a-312 1929 May 12

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 163

Paradise Irrigation District earth fill dam, Magalia 700-A-a-313 1929 November 29

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 164

Don Pedro Dam 700-A-a-314 undated

Box 59, Folder 165

Exchequer Dam 700-A-a-315 undated

Box 59, Folder 166

Downstream view of weir across Kings River at intake to Gould Canal or Centerville. Weir crest controlled by flash boards 700-A-a-316 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 167

Dam at outlet of Clear Lake into Cache Creek showing hydraulic lift gates. Yolo Water and Power Co 700-A-a-317 1929 May 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 168

Clear Lake Dam at head of Cache Creek. Yolo Water & Power Co 700-A-a-318 1929 April 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 169

Capay Weir, Cache Creek. Looking north. Yolo Water & Power Co 700-A-a-319 1929 April 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 170

LaGrange Dam on Tuolumne River showing division of Modesto Irrigation District. Turlock diverts through tunnel on right side. (not shown) 700-A-a-320 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 171

Lower diversion dam on Alamo River. Imperial Irrigation District 700-A-a-321 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 172

More Dam and headgate on Cache Creek, Yolo Co 700-A-a-322 1931 September

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 59, Folder 173

Stony Gorge dam, Orland Project (U.S. Reclamation), upstream face, showing spillway gates 700-A-a-323 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 174

Stony Gorge dam on Stony Creek, Orland Project, showing upstream face of dam 700-A-a-324 1929

Photographer: Adams, Frank, 1875-1967

Physical Description: 2 negatives

Box 59, Folder 175

Stony Gorge dam, Stony Creek, Orland Project, showing upstream face of dam 700-A-a-325 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 176

Stony Creek dam on Stony Creek, Orland Project, view along top of dam 700-A-a-326 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 177

Stony Gorge Dam, Stony Creek, Orland Project, view along top of dam 700-A-a-327 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 178

Water passing over spillway, Don Pedro dam 700-A-a-328 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 179

Don Pedro Dam, spillway crest 700-A-a-329 undated

Photographer: Adams, Frank, 1875-1967

Physical Description: 2 negatives

Box 59, Folder 180

Littlerock Dam, Littlerock creek and Palmdale Irrigation Districts 700-A-a-330 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 181

Littlerock - Palmdale Irrigation District dam 700-A-a-331 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 182

Littlerock Dam on Littlerock Creek built jointly by Palmdale and Littlerock Irrigation District 700-A-a-332 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 183

Upstream view of Littlerock dam built jointly by Palmdale and Littlerock Creek Irrigation District, (Multiple arch) 700-A-a-333 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 184

Littlerock Dam, view along top of dam 700-A-a-334 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 185

Memorial tablet at Exchequer dam 700-A-a-335 1928

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 59, Folder 186

Lake Hodges Dam, San Dieguito River 700-A-a-336 1932 March

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 187

Rockfill Dam, Shasta River, Mt. Shasta in background 700-A-a-337 1919

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 188

Dam, Juniper Water Company above Big Valley, Modoc County 700-A-a-338 circa 1924-1925

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 189

Overflow Weir 700-A-a-339 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 190

Exchequer Dam and reservoir 700-A-a-340 1929?

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 191

View of Boulder Dam taken from the power house 700-A-a-341 1935 February 23

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 192

Boulder dam, downstream face 700-A-a-342 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 193

Downstream view of Boulder Dam showing concrete mixing plant on extreme left and Arizona spillway and "Chinese wall" on right 700-A-a-343 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 194

Downstream view of Boulder dam; Arizona intake towers on upper right 700-A-a-344 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 195

Downstream view of Boulder Dam, showing power house completed 700-A-a-345 1935 February 23

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 196

Boulder dam, general view, downstream face, showing observation point in foreground 700-A-a-346 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 197

Nevada side of top of Boulder Dam shortly before completion 700-A-a-347 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 198

Nevada spillway, Boulder Dam 700-A-a-348 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 199

Penstock pipe fabrication plant at Boulder dam site 700-A-a-349 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 200

Downstream view of Boulder Dam, showing power house under construction 700-A-a-350 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 201

Downstream view of Boulder dam; diversion tunnel and lower coffer dam in foreground 700-A-a-351 1935 February 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 202

At Boulder Dam 700-A-a-352 1935 February 23

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 203

Left to right: W.L. Howard, R. Wray, C. Hofmann, F. Adams, Mapes (U.S.R. Bureau), M. R. Huberty, and N. E. Edlefsen. Taken at Boulder Dam 700-A-a-353 1935 February 23

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 204

Reading from left to right: N. E. Edlefsen, R. Wray, C. Hofman, L. D. Doneen, Jack Veihneyer, F. Adams, W. L. Howard, M. R. Huberty, C. E. Barbee, and J. E. Christiansen. Taken at Boulder Dam 700-A-a-354 1935 February 23

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 205

Gillespid dam, Gila River, Arizona. (2 views) 700-A-a-355 1926 or 1927

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 206

Rodriquez Dam, Tia Juana River, Mexico 700-A-a-356 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 207

Citrus Exp. Station, Riverside, California 700-A-a-357 1936 August 29

Photographer: Compton, O. C. (Oliver Cecil), 1903-

Scope and Content

Laguna dam, Colorado River, at intake of Yuma Canal, above Bard, Calif. Photograph taken on trip of Veihmeyer, Frank J., and O.C. Compton, to Imperial Valley. Debris lodged to downstream face of dam.

Box 59, Folder 208

Grand Coulee Dam, Columbia Basin Project, Washington 700-A-a-358 1935?

Box 59, Folder 209

Cache Creek dam, outlet structure for Clear Lake, near Lower Lake, Calif. 9/3/37; Cache Creek Dam, outlet structure 9/3/37; Scott dam, Lake Pillsbury, Hullville, Calif. 9/2/37 700-A-a-359 1937 September

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Scope and Content

For other photographs taken on same trip see 758-A- 31

Box 59, Folder 210

Ten of the world's highest dams. (From Reclamation Era 28(5):98. May, 1938) 700-A-a-360 1938 May

Photographer: Weston, E. W.

Scope and Content

Slide No. A-1265

Box 59, Folder 211

Exchequer dam 700-A-a-361 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 212

Exchequer dam 700-A-a-362 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 213

Don Pedro dam 700-A-a-363 1928?

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 214

Don Pedro dam 700-A-a-364 1926?

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 215

Don Pedro dam 700-A-a-365 1926?

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 216

Clear Lake dam of Clear Lake Water Co. Drains Clear Lake. Located on Cache creek 700-A-a-366a 1939 December 5

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 217

Diversion dam Clear Lake Water Co. To be sued as cite of new gaging station to be rated by U.S. Bureau Reclamation 700-A-a-367a 1939 December 5

Photographer: Veihmeyer, Frank J., 1886-1977

Scope and Content

(a) Looking west. (b) Looking north.

Box 59, Folder 218

Shasta Dam Looking West from Observation House. April 4, 1941 700-A-a-368 1941 April 4

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 219

Shasta Dam 700-A-a-369 1943 June 11

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 220

Trip with 7 Chinese technicians visiting irrigation & drainage projects in Western States, Feb. 28 to Apr. 15, 1946. See 710-B-a-154-199 700-A-a 1946 March

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 59, Folder 221

Barret Dam. San Diego, California 700-A-a-370 1948 November 11

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 222

Shasta Dam 700-A-a-371 1951 April 10

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 223

Old Clear Lake Dam 700-A-a-371 1900

Scope and Content

O.E.S. - I & D. Investigations Old Clear Lake Dam, Calif. Heavy timber dam across Cache Creek below the gorge leading from Capay Valley by the Clear Creek water works. This was to have been the head of the most extensive irrigation works ever planned for Yolo County.

Box 59, Folder 224

O.E.S.-I+D Investigations; Moore Dam, Calif 700-A-a-372 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 225

Flash brand dam 700-A-a-373 undated

Box 59, Folder 226

Dam on Truckee River, Calif 700-A-a-373 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 227

Untitled 700-A-a-374 undated

Box 59, Folder 228

Multiple arch diversion dam 700-A-a-375 undated

Box 59, Folder 229

Multiple arch diversion dam 700-A-a-376 undated

Box 59, Folder 230

Untitled 700-A-a-377 undated

Box 59, Folder 231

Lakehurtz Storage Dam - S. Africa. Lamday's River, Cape Provence 700-A-a-378 1930

Box 59, Folder 232

Untitled 700-A-a-379 undated

Box 59, Folder 233

Straw dam - Cache Creek, Head of Adams ditch 700-A-a-380 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 234

Concrete dam - Merced River 700-A-a-381 1912

Box 59, Folder 235

Hydraulicking Hillside Below Dam at West End, San Fernando Dam, Los Angeles Aqueduct, California 700-A-b-49 1915 December 21

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Only the one nozzle was used for dislodging earth in the hillside, the water from the large pipe to the right being used as wash water.

Box 59, Folder 236

Sluicing and Pumping Equipment, Lower Side and West End of San Fernando Dam, Los Angeles Aqueduct, California 700-A-b-50 1915 December 21

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The priming tank is shown on the right.

Box 59, Folder 237

Depositing Hydraulicked Materials from 12-inch Pipe on Lower Side of San Fernando Dam, Los Angeles Aqueduct, California 700-A-a-51 1915 December 21

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The last length of this pipe, as shown in the picture, has holes about 2x4 to 6 inches in dimension for permitting the deposit of the larger particles before the main volume of water is discharged at the outlet. This gives the finer particles greater opportunity to be carried to the center of the dam. All material was deposited just inside each rim wall. The heavier particles are thus left on the outside and the "fines" are washed to the center to form the only core-wall provided.

Box 59, Folder 238

Construction of Eastwood Type Multiple Arch Caroll Dam in Canyon of San Dieguito, San Diego County for San Dieguito Mutual Water Company on proposed irrigation district 700-A-b-52 1917 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

This picture is taken to show the butt of the piers at the lower ends; also to give near view of pouring concrete. Note panel forms and ends of buttresses.

Box 59, Folder 239

Another view of construction of Caroll Multiple Arch Dam in San Dieguito River, San Diego County 700-A-b-53 1917 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

Note foot of tour in the center distance from which concrete is poured; also note panel forms for edges.

Box 59, Folder 240

Alpine Dam of Marin Municipal Water District under construction as visited May 2, 1918 700-A-b-54 1918 May 2

Photographer: Adams, Frank, 1875-1967

Scope and Content

Estimated cost, including clearing, $250,000. Completion of this dam to a height of 100 ft. will increase the water supply of the district by about 3 million gallons daily and to its ultimate height of 175 ft. to a total of between 10 and 15 million gallons daily.

Box 59, Folder 241

Murray Dam under construction. San Diego County 700-A-b-55 undated

Box 59, Folder 242

San Fernando dam during construction. Earthfilled (hydraulic filled) dam. Los Angeles water system 700-A-a-56 1916

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 243

New Bear Valley Dam under construction, lower side. Multiple arch with buttresses 700-A-b-60 undated

Photographer: Tait, C.E.

Box 59, Folder 244

Escondido dam, San Diego County, Calif. Under construction 700-A-b-61 1895 February

Photographer: Tait, C.E.

Box 59, Folder 245

Franklin Canyon Dam of the Los Angeles Aqueduct, Cal 700-A-b-62 1915 April

Photographer: Tait, C.E.

Scope and Content

This is a hydraulic fill dam constructed at a cost of 20 cents per cubic yard. In the foreground is the concrete gate tower.

Box 59, Folder 246

Haiwee hydraulic fill dam under construction, Los Angeles Aqueduct 700-A-b-63 1911

Photographer: Tait, C.E.

Box 59, Folder 247

The "Hinds" dam which turned the Colorado River. View from top of pile driver looking north 700-A-b-64 1906 November

Photographer: Tait, C.E.

Box 59, Folder 248

Hyraulic fill dam, Mockingbird Canon, Gage Canal Company 700-A-b-65 1913 September

Photographer: Tait, C.E.

Box 59, Folder 249

Hydraulic Fill Dam, Silver Lakes Reservoir, Los Angeles, Calif 700-A-b-66 1907

Box 59, Folder 250

Laguna Dam from California side. Excavations in foreground were filled with water by flood and are being pumped out. Channel Colorado River in distance 700-A-b-67 1906 August

Photographer: Tait, C.E.

Box 59, Folder 251

Morena dam, San Diego County, Calif, under construction. View from north end 700-A-b-68 1911 October

Photographer: Tait, C.E.

Box 59, Folder 252

Morena dam, San Diego County, Calif., under construction. Upper side 700-A-b-69 1911 October

Photographer: Tait, C.E.

Box 59, Folder 253

Morena dam, San Diego County, Calif., under construction, lower side 700-A-b-70 1911 October

Photographer: Tait, C.E.

Box 59, Folder 254

Monitor throwing stream from #5 centrifugal pump (approximately 1 1/2 sec. ft.) under 60" pressure. Peasly Gulch hydraulic fill, Turlock Main Canal., Calif 700-A-b-71 undated

Box 59, Folder 255

San Fernando Dam of the Los Angeles Aqueduct, Cal 700-A-b-72 1915 December 2

Photographer: Tait, C.E.

Scope and Content

In the foreground is the pipe discharging the hydraulic material.

Box 59, Folder 256

San Fernando Dam of the Los Angeles Aqueduct, Cal 700-A-b-73 1915 December 2

Photographer: Tait, C.E.

Box 59, Folder 257

San Fernando Dam of the Los Angeles Aqueduct, Cal 700-A-b-74 undated

Photographer: Tait, C.E.

Box 59, Folder 258

San Fernando Dam of the Los Angeles Aqueduct, Cal 700-A-b-75 1915 December 2

Photographer: Tait, C.E.

Scope and Content

On the left, in the background is the pipe which is the main trunk line of the Los Angeles municipal supply.

Box 59, Folder 259

San Fernando Dam of the Lost Angeles Aqueduct, Cal 700-A-b-76 1915 December 2

Photographer: Tait, C.E.

Scope and Content

This picture shows the spillway from the aqueduct in the background and also the pipe line from the division box to the west or left-hand tower. In the immediate foreground is a 14 in. steel pipe to convey the hydraulic material used in building up the north side of the dam. the discharge pipe for delivering the materials on the north side of the dam which is built up as the work progresses, in shown on the left.

Box 59, Folder 260

San Fernando Dam of the Los Angeles Aqueduct, Cal 700-A-b-77 1915 February

Photographer: Tait, C.E.

Box 59, Folder 261

San Fernando Dam of the Los Angeles Aqueduct, Cal 700-A-b-78 1915 December 2

Photographer: Tait, C.E.

Box 59, Folder 262

Closing the by pass after destruction of Rockwood gate at Mexican intake of C.D.Co. Colorado River. View shows the two lower trestles at left and dam across by-pass at right 700-A-b-79 1906 November

Photographer: Tait, C.E.

Box 59, Folder 263

Meselbeck Hydraulic Filled Dam on Happy Valley Irrigation District 700-A-b-80 1919 October 31

Photographer: Adams, Frank, 1875-1967

Scope and Content

Under construction October 31, 1919. This dam will have a completed height of 100 feet with an estimated yardage of 280,000 cubic yards; including auxiliary dam contract price of $325,000 with some allowance. Cost to October 1, 1919 about $.60 per cubic yard; estimated cost completed $.45 per cubic yard. Up stream face of dam to be paved with gunite. Original sub-contract price of gunite including $.02 for chicken wire $.15 per square foot. Sub-contractor failed and principal contractor expected to complete the work at cost of $.09 per square foot. Thickness of gunite 2 inches; weep poles divided in gunite every 5 feet each way and to be carried up about one-half the height of the dam. Gunnite paving proportioned 1-3.

Box 59, Folder 264

Second View of Meselbeck Dam, Happy Valley Irrigation District 700-A-b-81 1919 October 31

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 265

Fourth View of Meselbeck Dam, Happy Valley Irrigation District 700-A-b-82 1919 October 31

Photographer: Adams, Frank, 1875-1967

Scope and Content

Showing near view flumes, and spreading material.

Box 59, Folder 266

Third View of Meselbeck Dam, Happy Valley Irrigation District 700-A-b-83 1919 October 31

Photographer: Adams, Frank, 1875-1967

Scope and Content

Showing source of material and hydraulic giant at work.

Box 59, Folder 267

Misselbeck Dam, Happy Valley Irrigation District No neg 1920

Photographer: Stafford

Box 59, Folder 268

Guniting Misselbeck Dam, Happy Valley Irrigation District No neg 1920

Photographer: Stafford

Box 59, Folder 269

Guniting upper face, Misselback Dam, Happy Valley Irrigation District No neg 1920

Photographer: Stafford

Box 59, Folder 270

Guniting Misselbeck Dam, Happy Valley Irrigation District No neg 1920

Photographer: Stafford

Box 59, Folder 271

North Portal, Misselbeck Tunnel, Happy Valley Irrigation District No neg 1920

Photographer: Stafford

Box 59, Folder 272

Detailed View of Gate in Metal Lined Flumes Used in Constructing Meselbeck Dam, Happy Valley Irrigation District 700-A-b-84 1919 October 31

Photographer: Adams, Frank, 1875-1967

Scope and Content

These gates are at frequent intervals in the flumes and thus permit the deposit of material at any point desired.

Box 59, Folder 273

Hydraulic Giant at Work on Material for Meselbeck Dam, Happy Valley Irrigation District 700-A-b-85 1919 October 31

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 274

Second View of Diversion Dam Above Hoover Tunnel 700-A-b-86 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 275

Diversion Dam Under Construction Above Hoover Tunnel, Happy Valley Irrigation District 700-A-b-87 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

Height above stream 40 feet; base thickness 5 feet; top thickness exclusive of lip 2 feet; base length 25 feet; top length 85 feet; radius of dam varying every 10 feet from 40 feet at base to 60 feet at top.

Box 59, Folder 276

Lower Otay Dam 700-A-b-88 1919 January

Photographer: Veihmeyer, Frank J., 1886-1977

Scope and Content

Reconstruction of old dam destroyed by flood Jan. 27, 1916. Overtopped with flood water-wasteway too small. Took about 15 or 20 minutes for practically the entire dam to be taken away after being overtopped. The crest of the flood reached Otay, nine miles downstream in 45 minutes. Upper portion of lower fill soon sank when dam overtopped and few minutes later another lower section was taken out after which the core wall broke open - when the gorge was quickly cleared out. Shows steel core wall of old dam.

Box 59, Folder 277

Anderson-Cottonwood Irrigation District Dam across Sacramento River under construction. Pumps removing water from Coffer Dam 700-A-b-89 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 278

Lower end of upper Klamath Lake and head of Link River 700-A-b-90 1920 September

Photographer: Adams, Frank, 1875-1967

Scope and Content

Temporary dam put in by the power company is shown at the head of the river. Beginning of construction of new dam shown on the right. Headgate of Keeno Power canal in the lower right corner.

Box 59, Folder 279

Exchequer Dam nearing completion 700-A-b-91 1926 April 30

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 280

Dwinnell Hydraulic fill. Dam under construction, showing Lake Dwinnell Reservoir at the right. Montague Water Construction District. Siskiyou County 700-A-b-92 1928 July 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 281

Dwinnell hydraulic fill dam under construction. Montague Water Conservation District, Siskiyou County 700-A-b-93 1928 July 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 282

Construction of Dwinnell Hydraulic fill dam. Monitor at work in sluicing operations. Montague Water Conservation District 700-A-b-94 1928 July 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 283

Incompleted dam of the Eldorado Irrigation District 700-A-b-95 1928 November 4

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 284

Construction of Tieton Dam, on Yakima and Tieton Project, U.S. Reclamation Service, Washington, August, 1922 700-A-b-96 1922 August

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 285

Rimrock Dam. Tieton Project, near Yakima, Washington. Largest earth-fill dam 700-A-b-97 1922

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 286

Construction of Rimrock Dam, Tieton Project, near Yakima, Wash 700-A-b-98 1922

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 287

Boulder Dam views. (a) General view looking upstream. Water being diverted past dam site. (b) Concrete mixing plant near the top of canyon on the Nevada side 700-A-b-99 1933 April 30

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 288

Construction of Boulder Dam. Excavation in the river channel nearing completion. Note narrow, deep channel in center of picture 700-A-b-100 1933 April 30

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 289

(3 views) Views of Stony Gorge Dam under construction 700-A-b-101 1928 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 290

Looking north across Don Pedro Dam, Nov. 19, 1922 700-A-b-103 1922

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 291

Construction layout Don Pedro Dam, looking north. Nov. 19, 1922 700-A-b-104 1922

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 292

Don Pedro Dam under construction 700-A-b-105 1922

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 293

Stevens Creek Dam under Construction, Santa Clara Valley, W. Conservation District. Used in center panel as transparency, Irrigation Exhibit 1940 only, Golden Gate International Exposition, San Francisco 700-A-b-106 1935 October 30

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 294

Coyote Dam under construction. Santa Clara Valley, W. Conservation District. Looking toward spillway end 700-A-b-107 1935 October 30

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 295

Guadalupe Dam under construction, Santa Clara Valley W. Conservation District 700-A-b-108 1935 October 30

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 296

Upstream face, Calero Dam, Santa Clara Valley, W. Conservation District 700-A-b-109 1935 October 31

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 297

Coyote Dam under construction, Santa Clara Valley, W. Conservation District. Looking from spillway end 700-A-b-110 1935 October 31

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 298

Coyote dam under construction, Santa Clara Valley, W. Conservation District. Looking toward spillway end 700-A-b-111 1935 October 31

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 299

Across Shasta Dam site from east to west. Contractor's conveying system for sand and gravel shown leading to mixing plant under tower. Lower portion of east abutment of dam shown below 700-A-b-112 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 300

Construction tower, contractor's conveying system, westerly portion of cleared site for Shasta Dam, and visitors' observation house from road on east side above dam site 700-A-b-113 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 301

Down Sacramento River from construction tower, Shasta Dam. Contractor's settlement in left distance. Sand and gravel conveying system leading from gravel pit shown as line on the upper right 700-A-b-114 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 302

Continuation to the west of picture 700-A-b-114. Sand and gravel conveying system crossing Sacramento River on left center. Contractor's conveying system shown leading from gravel dump 700-A-b-115 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 303

Easterly from construction tower, Shasta Dam, showing constructed portion of east abutment in lower foreground with cleared site of dam above. Visitors' observation house in left center 700-A-b-116 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 304

Looking easterly from construction tower, Shasta Dam 700-A-b-117 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 305

Looking easterly from construction tower, Shasta Dam 700-A-b-118 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 306

Looking down from construction tower on completed portion of Shasta Dam 700-A-b-119 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 307

Close-up view of completed portion of Shasta Dam. Visitors' observation house in upper left 700-A-b-120 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 308

Members of Central Valley-Central Coast Drainage Basin Committee observing Shasta Dam from top of construction tower 700-A-b-121 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 309

E.I. Kotok, Construction Engineer Lowry, and State Engineer Hyatt on top of construction tower, Shasta Dam. Erosion of adjacent hills in the distance 700-A-b-122 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 310

Pit River bridge. Construction of new highway and railroad bridge across Shasta Reservoir 700-A-b-123 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 311

Present highway bridge across Pit River just below junction of McCloud and Pit rivers to be submerged by Shasta Dam 700-A-b-124 1940 October 3

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 312

Rock Creek Dam. P.G. and E. Feather River Project. Looking down stream. Tunnel portal lower right 700-A-b-125 1949 June 24

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 313

Rock Creek Dam. P. G. and E. Feather River Project. Tunnel portal at right 700-A-b-126 1949 June 24

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 314

Cresta Power House. P. G. and E. Feather River Project. Setting scroll cases for turbines 700-A-b-127 1949 June 24

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 315

Cresta Power House. P. G. and E. Feather River Project. Looking upstream from discharge bay 700-A-b-128 1949 June 24

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 316

Caribou Power House discharge bay. P. G. and E. Feather River Project 700-A-b-129 1949 June 24

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 317

Interior of Caribou Power House, P. G. and E, Feather River. Oldest plant on River built by Great Western Power Co 700-A-b-130 1949 June 24

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 318

Sections of world's 5 largest concrete dams. From "Monuments to the living", by W. K. M. Slavik. Reclamation Era 30(2):44. Feb. 1940 700-A-c-1 1940 March 15

Photographer: Weston, E. W.

Scope and Content

Slide No. A-1344

General

"Veihmeyer, Frank J. (Weston)"

Box 59, Folder 319

Sections of world's 5 largest concrete dams. From "Monuments to the living", by W. K. M. Slavik. Reclamation Era 30(2):45. Feb. 1940 700-A-c-2 1940 March 15

Photographer: Weston, E. W.

Scope and Content

Slide No. A-1345

General

"Veihmeyer, Frank J. (Weston)"

Box 59, Folder 320

Core wall of Mockingbird Canon dam, near Riverside, Calif 700-A-d-1 1913

Photographer: Tait, C.E.

Box 59, Folder 321

Rip-Rap Along Cache Creek, to Protect Adams Canal Diverting From Capay Dam, California 700-A-e-1 1914 November 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The rip-rap shown in this picture was damaged to the extent indicated by the winter floods of 1913-1914. This view and the one shown in Picture No. 700-B-a-58 constitute a panorama.

Box 59, Folder 322

Devils Head Dam Site on Putah Creek 700-A-f-1 1920 May

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 323

Devils Head Dam Site on Putah Creek 700-A-f-2 1920 May

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 324

Devils Gate Dam Site on Putah Creek 700-A-f-3 1920 May

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 325

Looking across San Joaquin River at Millerton Dam Site 700-A-f-4 1920 January

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 326

River Channel at Millerton Dam Site on San Joaquin River 700-A-f-5 1920 January

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 327

Ward or Three Rivers Dam site on Kawesh River. August, 1917 700-A-f-6 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

G. B. Surgeon estimates that dam 300 ft high will store 300,000 of.

Box 59, Folder 328

Proposed dam site on Pitt River seven miles above Lookout 700-A-f-7 1920 September

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 329

Canyon of Pitt River directly below bridge at Fall River Mills looking south 700-A-f-8 1920 September

Photographer: Adams, Frank, 1875-1967

Scope and Content

Suggested dam site for Fall River storage at narrowest point shown in the picture.

Box 59, Folder 330

Proposed Dam Site on Burns Creek southeast of Merced 700-A-f-9 1918 April 1

Photographer: Adams, Frank, 1875-1967

Scope and Content

This is one of the possible foothill sites of the proposed Merced Irrigation District.

Box 59, Folder 331

Site for Proposed Reservoir of the Big Rock Creek Irrigation District on Big Rock Creek, Above the Junction of Rock and Pallett Creeks, Cal 700-A-f-10 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This reservoir is reported to have a capacity of about 7,500 acre feet. The impounding dam will be built by the colonists in the Llano del Rio Cooperative Colony which controls the present Big Rock Creek Irrigation District.

Box 59, Folder 332

Dam Site La Mesa Lemon Grove & Spring Valley Irrigation District, San Diego River, California 700-A-f-11 1914 March

Photographer: Tait, C.E.

Box 59, Folder 333

Pine Flat dam site on Kings River 700-A-f-12 circa 1915

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 334

Site proposed for flood-water dam on Whitewater River, above Coachella Valley, January, 1919 700-A-f-13 1919 January

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 335

Currier dam site - Arroyo Seco. West from Salinas Valley 700-A-f-14 1920 September 22

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 336

Dam site in Railroad canyon, near Elsinore about 1920 700-A-f-15 1920

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 337

Arroyo Seco dam site 700-A-f-16 1918

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 338

Basin above Devils Head dam site 700-A-f-17 1920

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 339

Columbia River at proposed dam site for Columbia River Basin Project, Washington. Ferry at edge of left bank is approximately at Damsite 700-A-f-18 1932

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 340

Looking up Columbia River near location of proposed Columbia River Dam of Columbia River Basin Project 700-A-f-19 1932

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 341

Columbia near location of proposed Columbia River Dam of Columbia River Basin Project 700-A-f-20 1932

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 342

View of Boulder City at Boulder Dam site 700-A-f-21 1933?

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 343

Boulder canyon at dam site 700-A-f-22 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 344

Boulder canyon at dam site 700-A-f-23 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 345

Boulder canyon at dam site 700-A-f-24 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 346

Boulder canyon at dam site 700-A-f-25 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 347

Boulder canyon and dam site 700-A-f-26 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 378

Looking up Colorado River above Boulder dam, near Boulder City 700-A-f-27 1932

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 349

Looking out of one of main tunnels, Boulder dam 700-A-f-28 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 350

College of Agriculture party at mouth of one of the main tunnels at Boulder dam 700-A-f-29 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 351

College of Agriculture party at Lookout Point, Boulder canyon 700-A-f-30 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 352

College of Agriculture party at Boulder dam, Walker Young and L.D. Bachelor in center 700-A-f-31 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 353

Construction bridge across Colorado River at Boulder canyon 700-A-f-32 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 354

Operating skip, Boulder canyon, Boulder dam site 700-A-f-33 1932 April

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 355

Radial Gate at Head of Turlock Canal, Turlock Irrigation District, Cal 700-B-a-42 1915 July 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This gate is placed at the mouth of the tunnel which goes through the hillside at the south end of La Grange Dam. On the left is the head of the spillway.

Box 59, Folder 356

Back of Radial Gates, Winters Canal, Yolo Water and Power Co., Yolo County, Cal. (For description see Picture No. 44) 700-B-a-43 1914 November 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 357

Radial Gates on Winters Canal, Yolo Water and Power Co., Cal 700-B-a-44 1914 November 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

These gates are placed at the ends of the concrete lined section of Winters Canal where Madison Canal branches from Winters Canal. Madison Canal supplies lands in the neighborhood of Madison and east for a short distance along the south side of Cache Creek.

Box 59, Folder 358

Headgate, Little Rock Creek Irrigation District, California 700-B-a-45 1915 June 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is where the canal takes out of the Little Rock Creek. When the water supply in the creek falls short, the District pumps from a cienaga in the creek.

Box 59, Folder 359

Headgate of Winters Canal, Yolo Water and Power Co., Cal 700-B-a-46 1914 November 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows the water wheel used to operate the fish screen placed in the head of this canal. The Winters Canal heads at Capay Dam.

Box 59, Folder 360

Headgate, West Main Ditch, Big Rock Creek Irrigation District, Cal 700-B-a-47 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This diversion is also from Big Rock Creek at a point farther down the creek from the Diversion into the East Main Ditch.

Box 59, Folder 361

Head Works of Sutter-Butte Canal, California 700-B-a-48 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

This structure was designed by and constructed under the direction of Milo B. Williams, of this Office, about 1907. The building resting on the structure was used as a kitchen and mess quarters for employees engaged in the maintenance of the system.

Box 59, Folder 362

Heading, Central Irrigation District, Nebraska 700-B-a-49 1916 December 6

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 363

Headworks, Consolidated Canal Company, Fresno County, California 700-B-a-49a 1916 June

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 59, Folder 364

Headgate and Diversion Weir of Moore Dam, Yolo Water and Power Company, Cache Creek, California 700-B-a-50 1914 August 23

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This dam was installed in the fall of 1903 at a total cost of $11,000.

Box 59, Folder 365

Dam, Waste-Gate, and Headgate, on North Platte River, Central Irrigation District, Nebraska 700-B-a-50a 1916 December 6

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 366

Typical Headgate, Patterson, California 700-B-a-51 1916 May

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 59, Folder 367

Bracing for Collapsible Flood Gate in Great Western Canal, west of Nelson, California 700-B-a-52 undated

Box 59, Folder 368

Heading of Canal of Browns Creek Irrigation District, on North Platte River, Nebraska 700-B-a-52a 1916 December 3

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The canal and headgate are shown on the left and just to the right is the wasteway into the main channel of the river.

Box 59, Folder 369

Headgate, Browns Creek Irrigation District, Nebraska 700-B-a-53 1916 December 3

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

On the left is shown the waste-way back to the main channel of the river.

Box 59, Folder 370

Headgate, Browns Creek Irrigation District, Nebraska 700-B-a-54 1916 December 3

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 371

Concrete Headgate, Settlers Irrigation District, Idaho 700-B-a-55 1916 December 25

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 372

Headgate, Idaho Canal, Idaho Irrigation District, Idaho 700-B-a-56 1916 December 16

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Same as Picture No. 57.

Box 59, Folder 373

Headgate, Idaho Canal, Idaho Irrigation District, Idaho 700-B-a-57 1916 December 16

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is a masonry structure. The Idaho and New Sweden Irrigation Districts have a common dam across Snake River at this point, the New Sweden District diverting water on the northwest side of the river and the Idaho District on the southeast side. It is likely that this gate will be replaced sooner or later with a concrete structure fitted with modern steel gates.

Box 59, Folder 374

Headgate of Adams Canal, Yolo Water and Power Company, Yolo County, California 700-B-a-58 1914 November 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This picture shows also the north end of the Capay Diversion Dam. The Adams Canal takes out from this headgate on the north side of Cache Creek and at the other end of the dam on the south side of the creek, the Winter's Canal diverts. This view and the one shown in Picture No. 700-A-e-1 constitute a panorama.

Box 59, Folder 375

Panorama of Regulating Gate, Outlet of Cache Creek, Yolo Water & Power Company, California 700-B-a-59 1914

Photographer: J.T.K.

Box 59, Folder 376

Panorama of Regulating Gate, Outlet of Cache Creek, Yolo Water & Power Company, California 700-B-a-60 1914

Photographer: J.T.K.

Box 59, Folder 377

Intake of Supply Canal for East Park Reservoir, Orland Project, California 700-B-a-61 1914

Photographer: J.T.K.

Box 59, Folder 378

Concrete spill and crossing, Alta Irrigation District canal (Plate X, Fig. 1, Calif. State Dept. of Engineering Bulletin 2) 700-B-a-62 undated

Box 59, Folder 379

Headgate of Snake River Valley Irrigation District, on Snake River, Idaho 700-B-a-63 undated

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is a good concrete structure with radial gates as shown. This print is from a negative loaned by Mr. W. O. Cotton, Manager of the Idaho Irrigation District.

Box 59, Folder 380

Headgate of Snake River Valley Irrigation District, Idaho 700-B-a-64 undated

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This print is from a negative loaned by Mr. W. O. Cotton, Manager of the Idaho Irrigation District.

Box 59, Folder 381

Head gate on south San Joaquin canal showing Goodwin Dam at left 700-B-a-65 undated

Box 59, Folder 382

Headgate, Imperial Northside Water Company on Alamo River, near Calipatria, California 700-B-a-66 1917 May 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 383

Automatic Regulating Gate Installed by A. J. Salisbury, Jr., Water Company No.3, Imperial Vally, California, 1917 700-B-a-67 1917 May 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This gate is very similar in principal to the automatic register gate patented by Mr. Meikle and used in Turlock Irrigation District, although the two designs were worked out independently.

Box 59, Folder 384

Old Headgate of Lake Land Canal above headgate of People's Ditch on Kings River 700-B-a-68 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

This was built in 1903 and will have to be replaced before the canal is operated.

Box 59, Folder 385

Headgate Lemoore Canal and Irrigation Company on Kings River. August, 1917 700-B-a-69 1917 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 386

Headgate of Crescent Canal, Kings River. August, 1917 700-B-a-70 1917 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 387

Headgate of Consolidated Canal on Kings River. Water wheel in center furnishes power for operating the gates. August, 1917 700-B-a-71 1917 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 388

Headgate of People's Ditch Company on Kings River. Upper 700-B-a-72 1917 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 389

Headgate of People's Ditch Company on Kings River. Lower 700-B-a-73 1917 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 390

Headgate of Fresno Canal on Kings River. August, 1917 700-B-a-74 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

Standing on weir, left to right : State Engineer W. F. McClure, Irving Worthington, Assistant State Engineer P. M. Norboe and Dr. Samuel Fortier.

Box 59, Folder 391

Original headgate, now used as "safety bulkhead" on Moore Canal of Yolo Water and Power Co., installed spring of 1903 at cost of $1,000 700-B-a-75 1914

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 392

Headgate of James Canal 700-B-a-76 1917 October 29

Photographer: Adams, Frank, 1875-1967

Scope and Content

Water for the Tranquillity Colony and a portion of the land of the San Joaquin Valley Farm Lands Company is carried through this old structure.

Box 59, Folder 393

Automatic Headgate, Modesto Canal 700-B-a-77 1915 July 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Same as 700-B-a-65

Box 59, Folder 394

Regulating gates above tunnel south San Joaquin canal 700-B-a-78 undated

Box 59, Folder 395

Weir and headgates on Kings River, Fresno Irrigation District 700-B-a-79 1929 March

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 396

Head gates, Folsom Canal, Calif 700-B-a-80 undated

Box 59, Folder 397

Rear view of automatic regulating gate. Oakale Irrigation District, Oakdale, Calif 700-B-a-81 1914 December

Photographer: J.T.K.

Box 59, Folder 398

Automatic gate, Oakdale Irrigation District, Oakdale, Calif 700-B-a-82 1914 December

Box 59, Folder 399

Automatic Gate, Imperial Water Co., No. 3, California 700-B-a-83 undated

Photographer: Tait, C.E.

Box 59, Folder 400

Hanlon Gate on Imperial Canal, California. Intake from Colorado River 700-B-a-84 1917 January 4

Photographer: Tait, C.E.

Box 59, Folder 401

Allison Heading, Imperial Canal, California 700-B-a-85 1917 January 6

Photographer: Tait, C.E.

Box 59, Folder 402

Headworks Imperial Canal 700-B-a-86 1915

Photographer: Tait, C.E.

Box 59, Folder 403

Sluice gates, Laguna dam from California side, Colorado River 700-B-a-87 1913 August

Photographer: Tait, C.E.

Box 59, Folder 404

Sluice gates and canal headgates, Laguna dam from Calif. side of Colorado River 700-B-a-88 1913 August

Photographer: Tait, C.E.

Box 59, Folder 405

Headgate on lateral at International boundary Imperial V 700-B-a-89 1915

Photographer: Tait, C.E.

Box 59, Folder 406

Headgate of California Development Co. at Hanlons heading on the Colorado River. Permanent steel and concrete headgates just completed in California for Imperial system. View taken before canal was dug. This gate to be used after river is turned into old channel 700-B-a-90 1906 August

Photographer: Tait, C.E.

Box 59, Folder 407

The "Rockwood" or Temporary Headgate of the C.D.Co. To be used only in turning the Colorado River. Contains 8,000 ft. of lumber and cost $13,000 700-B-a-91 1906 August

Photographer: Tait, C.E.

Box 59, Folder 408

Regulating gates from below, Prof. S. Fortier on right, H. S. Crowe, Superintendent of Canal, in center and caretaker J. L. Montgomery on left. Modesto Canal, Calif 700-B-a-92 undated

Box 59, Folder 409

Headgate Below San Antonio Canyon, near Claremont, California, for water conservation work of Pomona Valley Association 700-B-a-93 undated

Photographer: Tait, C.E.

Box 59, Folder 410

Headgate of ditch on Cache Creek-(Happin, Gibson, Graig, et al on top) about 90 second feet going through the gates and three times this volume going through and over the dam. Calif 700-B-a-94 1900 May 23

Box 59, Folder 411

Headgate, Byron Jackson, source of supply wells, Calif 700-B-a-95 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 412

Head gate of Placerville Ditch, El Dorado County 700-B-a-96 1919 August

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 413

Joint Headgate for Hallwood Irrigation Company, and Cordua Irrigation District Directly Above the Government Debris Weir on Yuma River 700-B-a-97 1918 July

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 414

Head-gate - Anderson Cottonwood Irrigation District canal 700-B-a-98 1924 March 20

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 415

Flood gate in highway borrow pit used for flooding lands in Big Valley. The use of the highway borrow pits for irrigation channels is quite common in this valley 700-B-a-99 1925 June 18

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 416

A typical flood gate in a slough in Big Valley near Bieber 700-B-a-100 1925 June 18

Photographer: Adams, Frank, 1875-1967

Scope and Content

By means of this gate the adjoining lands are flooded, this being the common method of irrigation in Big Valley.

Box 59, Folder 417

Headgate of the Fresno Irrigation District, on Kings River 700-B-a-101 1929 March 14

Photographer: Adams, Frank, 1875-1967

Scope and Content

Slide No. 640

Box 59, Folder 418

Dahlia Heading from lower side. Automatic spillway at right to maintain constant water level upstream. Imperial Irrig. District 700-B-a-102 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 419

Automatic electrically operated main headgate to Consolidated Canal, water level downstream 700-B-a-103 1929 March

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 420

Automatic electrically operated main headgate to Consolidated Canal 700-B-a-104 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 421

Headgate to More Ditch, Cache Creek, Yolo County 700-B-a-105 1931 September

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 59, Folder 422

Intake on Imperial Canal at Andrade, California 700-B-a-106 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 423

(2 prints) Headgate 700-B-a-107 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 424

Headgate 700-B-a-108 undated

Box 59, Folder 425

Rockwood Heading of Imperial District Canal Andrade, Colorado River 700-B-a-109 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 426

Headgates on south side Capay dam 700-B-a-110 1929 April 28

Box 59, Folder 427

Headgates on north side Capay dam 700-B-a-111 1929 April 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 428

Rockwood gate and bypass 700-B-a-112 undated

Box 59, Folder 429

Headgates, Folsom Canal 700-B-a-113 undated

Box 59, Folder 430

Windlass? on headgates, Modesto Canal 700-B-a-114 1904

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 431

Division point, Turlock Main Canal and Ceres Main Canal, Turlock Irrig. Dist. Ceres Main canal to right. See: 700-K-57 700-B-a- 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 432

Headgate to Lone Tree Canal. Consolidated Irrigation District. Two 42-inch and one 24-inch pipes equipped with Venturi meters. See card 700-J-81 700-B-a- 1930 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 433

Concrete and steel headgate on Turlock Canal at outlet of Dawson Lake, Calif 700-B-b-1 undated

Box 59, Folder 434

Headgate of Keeno Power Canal in Link River between Upper and Klamath Lakes, Klamath Reclamation Service Project, Oregon 700-B-b-2 1920 September

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 435

Headworks to Hansen Canal. Adjustable submerged orfice measuring device and cast iron rectangular gate. Fresno Irrigation District 700-B-b-3 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 436

Headgate to Gould Canal, Fresno Irrigation District, capacity about 375 second feet. Four foot cast iron rectangular gates 700-B-b-4 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 437

Headworks to Consolidated Irrigation Dist. Canal at division from Kings River at Centerville. 10 radial gates with center 6 automatically controlled to keep constant water level downstream. Electric control 700-B-b-5 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide No. 648

Box 59, Folder 438

Fish screen (open) in south side Canal near Capay Weir. Yolo Water & Power Co 700-B-b-6 1929 April 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 439

Check gate or drop at head of Fowler Switch Canal. One of first concrete checks built by Mr. I.H. Teilman, Engineer, Consolidated Irrig. Dist. See card 700-K-28 700-B-b-7 1929 May 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 440

Headgate on main canal at head of Lateral No. 3, Modesto Irrigation District. Automatic radial gate to keep constant water level upstream from gate 700-B-b-8 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 441

Headgate Lytle Creek, water spreading grounds near San Bernadino, Calif. Upstream from Parshall flume 700-B-b-9 1933 June 29

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 442

Parshall flume and headgate 700-B-b-10 1933 June 29

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 443

Regulating gates at head of Imperial Canal 700-B-b-11 1927

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 444

New headgate at Imperial canal north of Cendrade. (3 views) 700-B-b-12 circa 1926-1927

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 445

Cement headgate below spillway Turlock Canal. Mechanism patented by R.V. Meikle 700-B-b-13 undated

Box 59, Folder 446

Alfalfa head gate 700-B-b-14 undated

Box 59, Folder 447

Collar Automatic Canal Gate 700-B-b-15 undated

Box 59, Folder 448

Collar Automatic Canal Gate 700-B-b-16 undated

Box 59, Folder 449

Delivery gate with radial shutter, taken before canal banks were completed. Used on Turlock Irrigation District, Calif 700-B-c-1 1912 June

Photographer: F.C.S.

Box 59, Folder 450

Current wheel geared to chain with buckets on Riverside W. Cos, Upper Canal 700-B-c-2 undated

Box 59, Folder 451

Gate-lifting Device, Headgate of Snake River Valley Irrigation District, Idaho 700-B-d-1 undated

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This print is from a negative loaned by Mr. W. O. Cotton, Manager of the Idaho Irrigation District.

Box 59, Folder 452

Lifting device for the radial gates used in the outlet structure for Dallas Lake Reservoir, on the Modesto Irrig. Dist., Calif 700-B-d-2 1912 June

Photographer: F.C.S.

Box 59, Folder 453

No. 371. Operating machinery, regulating gates south San Joaquin canal 700-B-d-3 undated

Box 59, Folder 454

Regulating gate at Imperial Canal 700-B-d-4 1926

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 455

Flushing and regulating gates, Modesto Canal, Calif 700-C-1 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 456

(No neg.) Drift Trap on Pipe Line, Fontana Water Company, California 700-C-2 undated

Photographer: Tait, C.E.

Box 59, Folder 457

Sluice gate at lower end of lateral made of rubble masonry. Imperial Irrigation District 700-C-3 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 458

Experimental sand-trap flume being erected near Rositas Heading of Imperial Irrigation District, by R.L. Parshall 700-C-4 1934 March 24

Photographer: Adams, Frank, 1875-1967

Scope and Content

Partially constructed canal and bulkhead, and flume platform in distance. (View A). Platform on which flume is being erected and bulkhead and partially excavated canal leading to flume. (View B).

Box 59, Folder 459

Wasteway of the Central Irrigation District, Nebraska 700-D-1 1916 December 6

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is a concrete structure, although the headgate is of wood, and was installed by the Central Irrigation District.

Box 59, Folder 460

Heading and Waste-way, East Ditch, Big Rock Creek Irrigation District, California 700-D-2 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 461

Spillway on Alamo River, below diversions of Imperial North End Water Company and Imperial Northside Water Company, California 700-D-3 1917 May 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 462

Spillway at western end of Lake Almanor Dam, Plumas County, Cal 700-D-4 1917 September

Photographer: Adams, Frank, 1875-1967

Scope and Content

This spillway is 150 feet wide in that portion above the bridge.

Box 59, Folder 463

Spillway, Lyons Dam, South Fork Stanislaus River, Calif 700-D-5 undated

Box 59, Folder 464

Spillway, Lyons Dam, South Fork Stanislaus River, Calif 700-D-6 undated

Box 59, Folder 465

Wasteway "Middle Dam" on South Fork of Stanislaus River, Calif 700-D-7 1908

Box 59, Folder 466

View of spillway from lower side, Phoenix Dam near Sonora, Calif 700-D-8 undated

Box 59, Folder 467

Rositas wasteway, Imperial Valley, Calif 700-D-9 1913 August

Photographer: Tait, C.E.

Box 59, Folder 468

Wateway "Lower Strawberry Dam", South Fork of Stanislaus River, Calif 700-D-10 1908

Box 59, Folder 469

Spillway, Sweetwater dam, San Diego County, Calif 700-D-11 1911 October

Photographer: Tait, C.E.

Box 59, Folder 470

Waste Gate, Turlock Irrigation District, Calif 700-D-12 1912 June

Photographer: F.C.S.

Box 59, Folder 471

Spillway on main ditch S.A.V.I. Co. above Olive, Calif 700-D-13 1919 April

Photographer: F.W.S.

Box 59, Folder 472

Outlet Clear Lake from Island showing character of valley through which Cache Creek flows from Clear Lake, also showing mouth of creek, two miles from Cache Creek riffle, Calif 700-D-14 1900

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 473

Spillway under construction - Don Pedro Dam 700-D-15 undated

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 474

Siphon spillway, Palmdale-Littlerock Dam 700-D-16 1924 June 18

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 475

Gates to spillway at Don Pedro Dam, October 28, 1928 700-D-17 1928 October 28

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 59, Folder 476

Don Pedro Dam. Spillway - radial gates 700-D-18 1923 April 22

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 477

Untitled 700-D-19 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Spillway and drop at end of lateral No. 2 on Dry Creek after Adams, Frankilure. Structure slid bodily from correct position due to erosion below it. Foundation probably not deep enough.

Box 59, Folder 478

Side spillway on East High Line Canal built of rubble masonry. Calipatria Division, Imperial Irrigation District 700-D-20 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 479

Downstream view of washout of Spillway at NW corner of University Farm, Davis, California, which occurred on May 29, 1932 700-D-21 1932 June 17

Photographer: Schultz, L. C.

Scope and Content

Several views not mounted

Box 59, Folder 480

Washout of Spillway at NW corner of University Farm, Davis, Calif. May, 1932. Looking into wash from headgate to north lateral 700-D-22 1932 June 17

Photographer: Schultz, L. C.

Box 59, Folder 481

2 views. Washout of Spillway at NW corner of University Farm, Davis. May, 1932. Looking upstream from spillway location 700-D-23 1932 June 17

Photographer: Schultz, L. C.

Box 59, Folder 482

Spillway on Stony Gorge dam. Orland project 700-D-24 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 483

Riffle on the Los Angeles Aqueduct, California 700-E-1 1914

Photographer: J.L.K.

Scope and Content

Note by Veihmeyer, Frank J.-abandoned, sometime before 1936

Box 59, Folder 484

Chute, Undergoing Lining, Orland Project, California 700-E-2 1914

Photographer: J.L.K.

Box 59, Folder 485

Fish Ladder, Orland Irrigation Project, California 700-E-3 1914

Photographer: J.L.K.

Box 59, Folder 486

Chute, Undergoing Lining, Orland Project, California 700-E-4 1914

Photographer: J.L.K.

Box 59, Folder 487

Section of Newly Constructed Chute, Orland Project, California 700-E-5 1914

Photographer: J.L.K.

Box 59, Folder 488

Another Picture of the River Chute, Shown By the Preceding Picture No. Los Angeles Aqueduct, California 700-E-6 1914 December

Photographer: J.L.K.

Scope and Content

Abandoned, sometime before 1936

Box 59, Folder 489

Concrete chute wasteway into river channel. Imperial Irrigation District. Lower cut-off wall rests on heavy sheet piling 700-E-7 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 490

Rubble masonry chute on spillway. Imperial Irrigation District 700-E-8 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 491

Constructing Concrete Drop with Warped Transition Walls, Ceres Main, Turlock Irrigation District, Cal 700-F-123 1915 December 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 492

Parks Drop, Ceres Main Canal, Turlock Irrigation District, Cal 700-F-124 1915 July 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The automatic device for regulating the radial gate is shown on the left.

Box 59, Folder 493

Check Drop and Weir, Sacramento Valley Irrigation Co., Willows, Cal 700-F-125 1915 June 05

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This structure is on the main canal, north-east of Willows. Several gates were used for the installation of the slanting weirs. The register box is shown on the right. The entire head of water going down this canal is shown going over the three openings. The grade is so slight that the amount of water actually carried is much less than it would appear to be.

Box 59, Folder 494

Typical Drop with Automatic Regulating Gate on the Ceres Main Canal, Turlock Irrigation District, Cal 700-F-126 1915 July 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 59, Folder 495

Drops in the Main Distributing Furrow in a Citrus Orchard near Penryn, California 700-F-127 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

Each drop is protected from erosion by means of a piece of building paper.

Box 59, Folder 496

Concrete Drop, Modesto Irrigation District California 700-F-128 1916 July 24

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 59, Folder 497

Hickman Concrete Drop on Turlock Canal, California 700-F-129 1914

Photographer: J.L.K.

Box 59, Folder 498

Wood Drop in Main Canal, Kern County Land Co., Bakersfield, California 700-F-130 1914

Photographer: J.L.K.

Box 59, Folder 499

Concrete Drop and Check on Fowler Switch Canal at Fresno, California 700-F-131 1914

Photographer: J.L.K.

Box 59, Folder 500

Typical Drop and Weir in the Orland Project, California 700-F-132 1914

Photographer: J.L.K.

Scope and Content

Slide No. 650

Box 59, Folder 501

Partially Constructed Forms for Pouring Concrete for Drop in Orland Project Lateral, California 700-F-133 1914

Photographer: J.L.K.

Scope and Content

Picture shows the extent of reinforcement.

Box 59, Folder 502

Concrete Drop, Sacramento Valley Irrigation Project, California 700-F-134 1914

Photographer: J.L.K.

Box 59, Folder 503

Partially Constructed Forms for Pouring Concrete for Drop in Orland Project Lateral, California 700-F-135 1914

Photographer: J.L.K.

Box 59, Folder 504

Typical Weir and Drop, Orland Project, California 700-F-136 1914

Photographer: J.L.K.

Box 59, Folder 505

Ventura Avenue Drop on Fresno Canal. August, 1917 700-F-137 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

Shows effect of "backlash" below the drop. A similar condition exists on the opposite side not shown in the picture.

Box 59, Folder 506

Drop on Spalding Main Lateral near Norman, California 700-F-138 1918 June 01

Photographer: Adams, Frank, 1875-1967

Scope and Content

Water is measured over this drop to rice land included in duty of water investigations, 1918. Picture shows field engineer, H.M. Stafford changing a record sheet on the register.

Box 59, Folder 507

Silt sampling station, Niland, Calif. Check gate 700-F-139 1917

Photographer: Veihmeyer, Frank J., 1886-1977

Box 59, Folder 508

Drop central branch Imperial canal at international boundary 700-F-140 1915

Photographer: Tait, C.E.

Box 59, Folder 509

Concrete drop, central branch, Imperial Valley Canal, near Mexicali, Mexico 700-F-141 1911

Photographer: Tait, C.E.

Box 59, Folder 510

Reconstruction of timber drop in main lateral canal. Imperial Valley, near Imperial, Calif 700-F-142 1914 December

Photographer: J.T.K.

Box 59, Folder 511

Drop to relieve head-works, Imperial Water Co, No. 1 700-F-143 1903 June

Photographer: J.E.R.

Box 59, Folder 512

Imperial Valley, Calif 700-F-144 1914 December

Photographer: J.T.K.

Box 59, Folder 513

Combined drop and check on Crockers and Hoffman Canal, Merced Co., Calif 700-F-145 1903 August

Photographer: Fortier, Samuel

Box 59, Folder 514

15-foot drop on Modesto Canal, Calif 700-F-146 undated

Box 59, Folder 515

Wooden drop, Modesto Canal, Calif 700-F-147 1904

Box 59, Folder 516

Reinforced concrete drop, Modesto Irrigation District, Calif 700-F-148 undated

Box 59, Folder 517

Orland Project, U.S. Reclamation Service, Orland, Calif 700-F-149 1914 November

Photographer: J.T.K.

Box 59, Folder 518

Canal drop, Palo Verde Valley, Calif 700-F-150 1913 August

Photographer: Tait, C.E.

Box 59, Folder 519

Drop and regulating works on main canal. South San Joaquin Irrigation District, Manteca, Calif 700-F-151 1914 December

Photographer: J.T.K.

Box 59, Folder 520

Looking downstream from top of drop and regulating works on main canal, South San Joaquin Irrigation District, Manteca, Calif 700-F-152 1914 December

Photographer: J.T.K.

Box 59, Folder 521

Construction of drop, lower side, Turlock Canal, Calif 700-F-153 undated

Box 59, Folder 522

Drop during repairing, Turlock Canal, Calif 700-F-154 undated

Box 59, Folder 523

Filling in above a drop, Turlock Canal, California 700-F-155 undated

Box 59, Folder 524

Construction of drop, Turlock Canal, Calif 700-F-156 undated

Box 59, Folder 525

Concrete Drop, Turlock Irrigation District, Calif. This drop is on the High Line Canal. Note the extreme lightness of the side walls, being but 4 inches in thickness at the top 700-F-157 1912 June

Photographer: F.C.S.

Box 59, Folder 526

Downstream view of 5 space concrete drop or check gate. New type. End piers omitted. Crate on top for holding flashboards during non-operating season. Alta Irrig. Dist. See card 700-K-29 700-F-158 1929 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 527

Concrete drop, 2 spaces 4' wide. Crate built to lock up flashboards during non-operation season. Picture shows Calco gates installed on sloping sidewalls of lined section of canal above drop. End piers on drop were eliminated on later installations. (See other view) Alta Irrig. Dist. See card 700-K-30 700-F-159 1929 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 528

Hickman Drop, Main Canal, Turlock Irrigation District 700-F-160 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 529

Drop on lateral canal, Wapato Indian Irrigation Project, Yakima Valley, Washington 700-F-161 1932

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 530

Two precast checks in series to form a drop. Fresno Irrigation Dist 700-F-162 1938

Photographer: Gerner, A.J., Fresno Irrigation District

Box 59, Folder 531

Untitled 700-F-163 undated

Box 59, Folder 532

Hickman drop. Turlock 700-F-164 1908

Box 59, Folder 533

Untitled 700-F-165 undated

Photographer: Tait, C.E.

Box 59, Folder 534

Inverted Syphon, Railroad Crossing, Willows, Cal 700-G-29 1915 June 3

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is on the Main Canal of the Sacramento Valley Irrigation Co., just south of Willows.

Box 59, Folder 535

Siphon Across Railroad, Gem Irrigation District, Idaho 700-G-30 1916 December 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is the type of siphon used very extensively on the laterals in this District.

Box 59, Folder 536

Laying Concrete Siphon, Orland Project, California 700-G-31 1914

Photographer: J.L.K.

Box 59, Folder 537

Concrete Siphon and Outlet Gate, Orland Project, California 700-G-32 1914

Photographer: J.L.K.

Box 59, Folder 538

Newly Constructed Siphon, Orland Project, California 700-G-33 1914

Photographer: J.L.K.

Box 59, Folder 539

Newly Constructed Siphon, Orland Project, California 700-G-34 (No neg.) 1914

Photographer: J.L.K.

Box 59, Folder 540

Screen Above Siphon in a Concrete Lined Lateral on the Orland Project, California 700-G-35 (No neg.) 1914

Photographer: J.T.K.

Box 59, Folder 541

Irrigating siphon, El Centro. Used principally to siphon water over ditch banks to irrigate country roads 700-G-40 1913

Photographer: Tait, C.E.

Scope and Content

Slide No. 653

Box 59, Folder 542

Reinforced concrete siphon under S.P. R'y. Co's. track adjoining town to the south. Sacramento Valley Irrigation Company's Main Canal Willows, Calif 700-G-41 1914 November

Photographer: J.T.K.

Box 59, Folder 543

Sheet metal siphon used in center opening of 3 space check gates on small laterals in Modesto Irrigation District. Capacity 20 to 25 c.f.s. Used to prevent excessive heads from overtopping banks 700-G-42 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 544

Sheet metal syphon used for irrigation of alfalfa by O.W. O'Bannion 1 mile east of Winters 700-G-43 1931 June

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 59, Folder 545

Assembling siphons, Yuma project, Colorado River 700-G-44 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 546

Assembling siphons on Yuma project, Colorado River 700-G-45 undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 547

Siphons on river side, Yuma project, Colorado River. Installed by Delta Canal Co.--Pescadero Cut April, 1928 700-G-46 (No Neg.) undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 548

Discharge end of siphon. Yuma project, Colorado River. Intake of siphons on Pescadero Cut 700-G-47 (No neg.) undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 549

Assembling siphons on Yuma project, Colorado River. New Delta Canal leading from siphons Apr. 1928 700-G-48 (No neg.) undated

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 550

Intake of Pescadero siphons. House Document 359. See Internation Water Commission United States Report 700-G-49 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 551

Discharge end of Baja California siphons. See Internation Commission United States and Mexico report. House Document 359 700-G-50 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 552

Intake of Baja California siphons, installed in Spring of 1929. See page 180 of House Document No. 359, Report of the International Water Commission, U.S. and Mexico 700-G-51 1929

Photographer: Adams, Frank, 1875-1967

Box 59, Folder 553

Fabricated wooden syphons taken by J.D. Long, Iowa, spring 1942 700-G-52 1942 Spring

Photographer: Long, J. D. (James Dewey), 1899-1996

Scope and Content

Slide No. E-1429

Box 59, Folder 554

Fabricated wooden syphons taken by J. D. Long, Iowa, Spring 1942 700-G-53 1942 Spring

Photographer: Long, J. D. (James Dewey), 1899-1996

Scope and Content

Slide No. E-1430

Box 59, Folder 555

Siphons set up to irrigate beans southwest of Woodland. October 2, 1947 700-G-54 1947 October 2

Photographer: Johnston, C. N. (Clarence Nettleton), 1898-1981

Box 59, Folder 556

Tapoon and siphons. Irrigating tomatoes east of Woodland, 4 miles 700-G-55 1947 October 2

Photographer: Johnston, C. N. (Clarence Nettleton), 1898-1981

Box 59, Folder 557

Siphons set up to irrigate tomatoes, 4 miles East of Woodland, October 2, 1947 700-G-56 1947 October 2

Photographer: Johnston, C. N. (Clarence Nettleton), 1898-1981

Box 59, Folder 558

Siphons irrigating beans, southwest of Woodland. October 2, 1947 700-G-57 1947 October 2

Photographer: Johnston, C. N. (Clarence Nettleton), 1898-1981

Box 59, Folder 559

8" Portable Siphons being used in the Woodland area for irrigating alfalfa 700-G-58 1950 May

Photographer: Marr, J. C.

Box 59, Folder 560

Portable aluminum siphons. Black siphon treated with Steel-Tex. White or untreated siphon submerged in lab with treated one June 19, 1951. Picture taken month later showing corrosion on untreated siphon. Treated siphon shows no corrosion 700-G-59 1951 July 19

Photographer: Stockton, J.

Box 59, Folder 561

Alfalfa field being irrigated from a ditch with 8-inch siphons. The location is northwest of Woodland, Calif 700-G-60 1950

Photographer: Marr, J. C.

Box 60, Folder 1

Concrete Flume, In Course of Construction, Across Dry Creek, Modesto Irrigation District, California 700-H-78 1915 December 4

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 60, Folder 2

Rectangular Flume Crossing Swale, Pajaro Valley, Cal 700-H-79 1915 August 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Where the flume is thus close to the ground, simple wooden supports are used, consisting usually of 2/4 pieces of lumber.

Box 60, Folder 3

Iron Flume and Trestle, Lockwood Irrigation District, Montana 700-H-80 1916 November 28

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is on the canal which heads at the 60-foot lift.

Box 60, Folder 4

Galvanized Iron Flume, Wooden Substructure, and Concrete Abutments, Naches-Selah Irrigation District, Washington 700-H-81 1916 November 16

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 60, Folder 5

Main Flume, Cascade Irrigation District, Washington 700-H-82 1916 November 19

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This flume is of iron with wooden sub-structure and concrete abutments.

Box 60, Folder 6

Flume and Trestle on Steep Hillside, Cascade Irrigation District, Washington 700-H-83 1916 November 19

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 60, Folder 7

Elevated Wooden Flume, Hood River Irrigation District, Oregon 700-H-84 1916 November 10

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is one of the laterals of the District's distributing system. In the middle distance is shown a sub-lateral taking out from this lateral at the left, supported by a trestle.

Box 60, Folder 8

Main Flume, Cascade Irrigation District, Washington 700-H-85 1916 November 19

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This gives an idea of the size of the flume. This flume was installed by the Irrigation District to replace an old wooden flume, the cost being defrayed by the proceeds of the District's bond issue.

Box 60, Folder 9

Main Canal, Naches-Selah Irrigation District, in Yakima Valley, Washington 700-H-86 1916 November 16

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows the lower end of a galvanized iron flume and the concrete-lined section to which it is joined by a concrete transition. This is on the upper part of the canal, quite a distance from the irrigated lands which it serves. This canal is mostly in earth. Formerly wooden flumes were used to carry the canal around gulches on grade, but the present policy is to substitute these wooden flumes with steel flumes on trestles crossing the gulches directly.

Box 60, Folder 10

This and Picture No. 316 show wooden "V" flumes used in carrying water down steep slopes of the Sierra foothills of Placer County, California 700-H-87 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

Water is distributed from these flumes to furrows through holes bored in the bottoms of the flumes. The heavy growth of oats and other wild volunteer crops is shown in both pictures. This heavy growth is common to most of the Sierra foothill orchards of Placer County during the irrigation season, due to entire absence of cultivation after irrigation begins in the spring.

Box 60, Folder 11

Flume on Lower Slope of Mockingbird Canyon Lake Dam, Gage Canal Company, Riverside, California 700-H-88 1915 December 14

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This flume was constructed of American ingot iron or "Armco" iron, No. 18, with a substructure of angle iron. The total cost of this flume and substructure in place was $5,076.19. The material of which the dam was constructed was hydraulicked around the foundation of this flume, consequently, the flume rests on its own foundation and does not depend upon the dam for support.

Box 60, Folder 12

Gasburg Flume, Modesto Irrigation District, California 700-H-89 1915 December 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This was the last of the several wooden flumes on the main canal which were replaced by more permanent structures. With the exception of the Dry Creek flume, which was replaced by a concrete structure, all of the flumes of the Modesto Irrigation District were replaced by fills - most of them hydraulicked fills with concrete lined canals.

Box 60, Folder 13

See Picture No. 700-H-87 700-H-90 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 14

Dry Creek Flume, Modesto Irrigation District California 700-H-91 1916 July 24

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 15

Approach to Dry Creek Flume, Modesto Irrigation District, California 700-H-92 1916 July 24

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 16

Hydrants, Distributing Head Flume, and Masonry Waste Ditch, in the Highgrove Section near Riverside, Cal 700-H-93 1914

Photographer: Adams, Frank, 1875-1967

Scope and Content

A line of works of this kind is spaced at regular intervals in this grove, the slope being from left to right and also in the direction of the flume and waste ditch. By use of this complete method, all waste is backed up in the masonry ditch at the lower ends of the furrows and returned to the distributing flume at suitable intervals.

Box 60, Folder 17

Concrete Distributing Flume, Paralleling Covina Ditch, California 700-H-94 1914

Photographer: Adams, Frank, 1875-1967

Scope and Content

This picture illustrates one main disadvantage of the concrete flume over the underground system. The flume is constantly filled with trash and such a distributary requires considerable headland for the turning of teams. It is only in the groves of considerable slope that such flumes are utilized much now. Some of the growers like them better than an underground system, where the slope is considerable, because it is easier to carry equal quantities of water into the furrows from flumes on side hills than from standpipes.

Box 60, Folder 18

Dry Creek Flume, Modesto Irrigation District California 700-H-95 1916 July 24

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 19

Cobble Head Flume, in the Covina Section, California 700-H-96 1914

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 20

Efficient Distribution from Concrete Flume in the Rolling Section back of Riverside, California 700-H-97 1914

Photographer: Adams, Frank, 1875-1967

Scope and Content

The flume is carried down a fairly steep slope but water is easily taken out on contours into each furrow. A row of red geraniums alongside the flume gives to this scene some of the beauty which makes many of the citrus groves exceedingly attractive.

Box 60, Folder 21

Distributing Flume in the Highgrove Section, California 700-H-98 1914

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 22

A Concrete Distributing Flume near Covina, California 700-H-99 1914

Photographer: Adams, Frank, 1875-1967

Scope and Content

Slide No. E402. Permanent checks are shown directly below each distributing hole. This arrangement gives a uniform head over each of the outlets. Permanent checks of this nature, however, are not common.

Box 60, Folder 23

Large corrugated Iron Flume on main canal of Pacific Gas and Electric Company a short distance above Auburn on road to Nevada City 700-H-100 1917 August

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 60, Folder 24

Completed portion of gunite bench flume, Lindsay-Strathmore Irrigation District, Aug. 1917 700-H-101 1917 August

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 25

Shooting side walls on gunite flume of Lindsay-Strathmore Irrigation Dist 700-H-102 1919

Scope and Content

Shows method of removing spacer bars. Gun in left center on outside of flume.

Box 60, Folder 26

Setting forms and reinforcement on flume of Lindsay-Strathmore Irrig. Dist 700-H-103 1919

Box 60, Folder 27

General view of flume of Lindsay-Strathmore Irrigation District. Note barrier in flume to hold back water 700-H-104 1919

Box 60, Folder 28

Side walls complete and forms removed from flume of Lindsay- Strathmore Irrigation District. Gun at right 700-H-105 1919

Box 60, Folder 29

Molding beams on finished sidewalls, Lindsay-Strathmore Irrigation District 700-H-106 1919

Box 60, Folder 30

Flume on main canal in Potter Valley Irrigation District 700-H-107 1930

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 31

Flume and cut, Anaheim canal, Anaheim. Union Water Co., Orange Co. Calif 700-H-110 1915 April

Photographer: Tait, C.E.

Box 60, Folder 32

Fullerton Ditch of Anaheim Union Water Company, Anaheim, Calif. Lower end of wooden flume about eight miles from Anaheim. Experiment No. 65, Project 1- 45-P 700-H-111 1913 August 21

Photographer: F.C.S.

Box 60, Folder 33

Distributing flume made by cementing spaul, split granite cobbles, and small boulders, Redlands, Calif 700-H-112 1903 December

Photographer: Fortier, Samuel

Box 60, Folder 34

Cement head flume for orchard irrigation near Pomona, Calif 700-H-113 1910

Photographer: Tait, C.E.

Box 60, Folder 35

Cement head flume, orchard irrigation under Gage Canal, Riverside, Calif 700-H-114 1913

Photographer: Tait, C.E.

Box 60, Folder 36

Cement head flume, Arlington Fruit Co's. Ranch, Riverside, Calif 700-H-115 undated

Box 60, Folder 37

Cement head flume, J.H. Williams ranch, Porteville, Calif 700-H-116 undated

Box 60, Folder 38

Cement concrete flume with wooden checks in bottom to increase head-over openings on side, J.H. Williams' orchard, Porterville, Calif 700-H-117 1903 October

Box 60, Folder 39

Cement concrete flume on steep grade. J.H. Williams' orchard, Porterville, Calif 700-H-118 1903 October

Box 60, Folder 40

Cement head-flume for irrigating orange trees, Porterville, Calif 700-H-119 undated

Box 60, Folder 41

Cement head-ditch for furrow irrigation 700-H-120 undated

Box 60, Folder 42

Semicircular flume formed of galvanized iron on wooden supports, on lateral of Crocker and Hoffman Canal, Merced Co., Calif 700-H-121 1903 August

Photographer: Fortier, Samuel

Box 60, Folder 43

Part of San Diego Flume, now owned by Cuyamaca Water Company 700-H-122 1912

Photographer: Tait, C.E.

Box 60, Folder 44

20-foot flume over Delaney Gulch showing tunnels at lower end, Turlock Canal, Calif 700-H-123 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 45

Flume over New River supplying District No. 8, constructed in 1903, Imperial Valley, Calif 700-H-124 undated

Box 60, Folder 46

Steel flume on Gage canal at Mockingbird Dam 700-H-125 1915 August

Photographer: Tait, C.E.

Box 60, Folder 47

Morton Gulch Flume, Modesto Canal, Calif 700-H-126 undated

Box 60, Folder 48

Peasley Culch flume and hydraulic fill in course of construction, Turlock Main Canal 700-H-127 undated

Box 60, Folder 49

Peasly Fill, Turlock Irrigation District, Calif. This was originally crossed by a flume and was replaced by this hydrauliced fill with rock rip rap, and the canal lined with cement across the fill. The water from the gulch is passed through the fill by a masonry culvert 700-H-128 1912 June

Photographer: F.C.S.

Box 60, Folder 50

Wooden flume 700-H-129 undated

Box 60, Folder 51

Trestlecarrying flume of Anderson-Cottonwood Irrigation District across Sacramento River 700-H-130 1924 March 20

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 52

Reinforced concrete flume on Main Canal, Modesto Irrigation District Capacity about 1800 c.f.s. Length 1000'. 2 views 700-H-131 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 53

Lennon type flume, steel I-beam girders. Lateral No. 4 north. West Stanislaus Irrigation District 700-H-132 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 54

Intake to Dry Creek Flume on Main Canal. Note accumulation of sand in foreground. Sand to be removed by sluicing. Sluiceway at left. Modesto Irrigation District 700-H-133 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 55

Lennon type flume across storm drain near south end of Salton Sea 700-H-134 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 56

Detail of framing for Lennon type flume across storm drain near south end of Salton Sea. Imperial Irrigation District. (same as 700-H-134) 700-H-135 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 57

Lennon type flume across storm drain, southwest side of Salton Sea. Imperial Irrigation District 700-H-136 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 58

Gunite flume. Capacity 44 c.f.s., Vista Irrigation District, Vista, Calif 700-H-137 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 59

Transition section at outlet of Lennon type flume. Similar transition at inlet 700-H-138 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 60

New gunite flume constructed 1929. La Mesa, Lemon Grove, and Spring Valley Irrigation District 700-H-139 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 61

Old wooden flume built 1876-78. Still in use 1931. Flume constructed of redwood and lined with tar roofing paper. Has required considerable maintenance. La Mesa, Lemon Grove, and Spring Valley Irrigation District, La Mesa, Calif. (4 views) 700-H-140 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 62

Corrugated iron pipe flume on private ditch crossing deep drain. Imperial Irrigation District. (2 views) 700-H-141 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 63

Temporary wooden flume on canal extension. Note that side walls act as stringers. Imperial Irrigation District. (2 views) 700-H-142 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 64

Full section of 8-inch Simplex flume. Purchased from California Corrugated Culvert Company. Used in Picnic Day exhibit, April 16, 1932 700-H-143 1932 April 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 65

Elevated flume. Distribution system for irrigation water, Wenatche, Washington 700-H-144 1932 June

Photographer: Edelfsen, N. E. (Niels Edlef), 1893-

Box 60, Folder 66

Concrete distributing flume, East Redlands area 700-H-145 1932 May

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 67

Concrete farm distributing flume in East Highlands. Trash screen in foreground 700-H-146 1932 May

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 68

Dulzara flume passing over Matchin Creek, San Diego Co 700-H-147 1929

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 69

Dulzara Condent, San Diego Co 700-H-148 1929

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 70

10' Parshall Flume; free flow; head Reedley Main. Obtained from Alta Irrigation District, 1939 700-H-149 (No neg) 1939

Box 60, Folder 71

10' Parshall Flume; free flow; head of Reedley Main. Obtained in 1939 for Fortier, Samuel fair, from Alta Irrig. Dis 700-H-150 (No neg) 1939

Box 60, Folder 72

Flume for orchard irrigation near Pomona 700-H-150 1910

Photographer: Tait, C.E.

Box 60, Folder 73

Untitled 700-H-151 undated

Box 60, Folder 74

Flume built by a farer's irrig enterprise near Redding 700-H-152 undated

Box 60, Folder 75

Anderson Cottonwood District; Anderson Flume 700-H-153 1922 October 28

Box 60, Folder 76

Flume - Mono River 700-H-154 undated

Box 60, Folder 77

Owyhee Project, U.S. Bureau Rec, Oregon. Large concrete syphon across Malheur River and Valley 700-H-155 1958

Photographer: Marr, J. C.

Box 60, Folder 78

Cement concrete hydrant box and distributing flumes, Riverside, California 700-H-156 1903 December

Photographer: Fortier, T.S.

Box 60, Folder 79

Points of Diversion on Kings River between Southside Ditches and Murphy Slough Ditches. Aug. 1917. Junction of Dutch John Cut and Cole Slough 700-I-1 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

Southside Ditches are People's, Last Chance and Lemoore. Water in the farther stream goes to Murphy Slough Ditches. This is a critical point in water distribution on Kings River. A few shovel-fulls of sand or sacks in the channel or a cut out from floods may change the balance between the northside and southside interests.

Box 60, Folder 80

Weir across Kings River at head of Fresno and Consolidated Canals 700-I-3 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

This is known as the Fresno Weir.

Box 60, Folder 81

Weir across King River and head of People's Ditch. August, 1917 700-I-4 1917 August

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 82

Weird across Butte Creek at head of canal on State Land Settlement Tract at time of purchase 700-I-5 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 83

Diversion at entrance of Covina and Azusa ditches. Calif 700-I-30 1919 April

Photographer: F.W.S.

Box 60, Folder 84

Eastside Beading, Imperial Canal, California 700-I-31 1917 January 6

Photographer: Tait, C.E.

Box 60, Folder 85

Combined irrigation and drainage structure and bridge across main canal, Durham State Land Settlement 700-I-32 (No neg) 1918

Photographer: Adams, Frank, 1875-1967

Scope and Content

Diversions through pipe in bank controlled by flashboards. During periods when surface drainage is necessary drainage water let into the main ditch through same opening.

Box 60, Folder 86

Closer view of combined irrigation and rainage structure and bridge across main canal, Durcham State Land Settlement 700-I-33 1918

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 87

Combined irrigation and rainage structure and bridge across main canal, Durham State Land Settlement, under construction 700-I-34 1918

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 88

Government Debris Weir Across Yuba River During Low Water Period, Summer 1918, About One-half Inch of Water Only in Depth Passing Over the Weir 700-I-35 1918

Photographer: Adams, Frank, 1875-1967

Scope and Content

The headgate of the Hallwood Irrigation Company, and of Cordua Irrigation District is on the right bank of the River (going downstream) directly above the west end of this weir.

Box 60, Folder 89

Diversion weir on Scott River for Scott Valley Irrigation District, 1928 700-I-36 1928 July 26

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 90

Headworks diversion gate, Cucamonga wash, water spreading project 700-I-37 1933 June 29

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 60, Folder 91

Flashboard Diversion Dam, Stanford Vina Irrigation Company, on Deer Creek, California 700-I-38 1928

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 60, Folder 92

Weir across Kings River at head of Crescent Canal. August, 1917 700-I-39 1917 August

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 93

Concrete Weir Thrown Across Cross Creek, spring of 1918, by Lake Land Canal Company 700-I-40 1918 May 5

Photographer: Adams, Frank, 1875-1967

Scope and Content

Replaces old wooden structure put in at the time Lake Land Canal was built in 1903. This new structure was erected in connection with the war emergency order permitting Lake Land Canal to divert from Kings River during the flood periods when Kings River carries in excess of 800 c.f.s. at the Piedra gates.

Box 60, Folder 94

Untitled 700-I-41 undated

Box 60, Folder 95

Untitled 700-I-42 undated

Box 60, Folder 96

Automatic lateral gate, Turlock Canal, California 700-J-25 undated

Box 60, Folder 97

Turnout on Little Rock District 700-J-26 undated

Box 60, Folder 98

Takeout on Main Canal. Little Rock Creek Irrigation District, Cal 700-J-27 1915 June 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The water is dropped into a box shown in the background and hence into an underground pipe.

Box 60, Folder 99

Lateral Takeout, Imperial Irrigation District, Cal 700-J-28 1915 June 18

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The bulkhead on the right consists of a submerged orifice measuring box as well as a headgate.

Box 60, Folder 100

Lateral Turnouts, Snake River Valley Irrigation District, Idaho 700-J-29 1916 December 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Each of these concrete bulkheads with steel gate forms the heading of a lateral from this canal. The concrete check shown in Picture No. was placed for the purposed of backing up the water for these turnouts. This type of division box is being installed throughout this District as rapidly as funds permit, several thousand dollars worth of work being done each year.

Box 60, Folder 101

Lindberg Levee Gate, Richvale, California 700-J-30 1916

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 102

Levee Gate, Lindberg field, Richvale, California 700-J-31 1916 October

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 103

Levee Gate, Phelan Ranch, Butte County, California 700-J-32 1916 October

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 104

Setting forms for an Outlet Gate, Orland Project, California 700-J-33 1914

Photographer: J.L.K.

Box 60, Folder 105

Newly Constructed Gates, Orland Project, California 700-J-34 1914

Photographer: J.L.K.

Box 60, Folder 106

Meikle Automatic Gate, Installed in Turlock Irrigation District, California 700-J-35 1914

Photographer: J.L.K.

Scope and Content

A float in the well on the right operates the radial gate automatically as the water rises and falls, the height of the water in the well being regulated by the slope of the standpipe near the well, which is in turn adjusted by the iron rod shown in the picture.

Box 60, Folder 107

Typical Gate Structure on the Orland Project, California 700-J-36 1914

Photographer: J.L.K.

Box 60, Folder 108

Constructing Concrete Outlet Gate in the Orland Project, California 700-J-37 1914

Photographer: J.L.K.

Box 60, Folder 109

Newly Constructed Concrete Gate, Orland Project, California 700-J-38 1914

Photographer: J.L.K.

Box 60, Folder 110

Typical Gates on the Orland Project, California 700-J-39 1914

Photographer: J.L.K.

Scope and Content

Mr. Albert Burch. Project Manager, is standing in the back.

Box 60, Folder 111

Outlet Gate on Supply Canal to East Park Reservoir, Orland Project, California 700-J-40 1914

Photographer: J.L.K.

Box 60, Folder 112

Setting Forms for an Outlet Gate, Orland Project, California 700-J-41 1914

Photographer: J.L.K.

Box 60, Folder 113

Intake of Lateral leading to Van Horn's Land Imperial Northside Water Co., California 700-J-42 1917 May 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 60, Folder 114

Type of Levee Gate, Dodge Rice Fields, West of Nelson, California 700-J-43 1917 August

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 115

Canals and 4-way structure, Tulare Lake Section 700-J-46 1918 May 5

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 116

Corrugated Pipe Turn-Out, Quint Lateral, Sacramento Valley Irrigation Project, California 700-J-49 undated

Scope and Content

This is typical of some of the turn-outs from the main laterals where only small heads of water are diverted. The turnout consists of a concrete bulkhead and a corrugated pipe through the ditch bank.

Box 60, Folder 117

Artistic irrigation hydrants, City limits, Covina, Calif 700-J-50 1919 March

Photographer: F.W.S.

Box 60, Folder 118

Imperial V ditch gates, Haltville. "Slide" gate and "Spring" gate in foreground 700-J-51 1913

Photographer: Tait, C.E.

Box 60, Folder 119

Constructing check and delivery gate, Eastside canal, Imperial V 700-J-52 1913 August

Photographer: Tait, C.E.

Box 60, Folder 120

farm ditch gates Calexico, Imperial Valley. Concrete pipe with K.T. iron headgate 700-J-53 1913

Photographer: Tait, C.E.

Box 60, Folder 121

Lateral headgate, Modesto, Calif 700-J-54 undated

Box 60, Folder 122

Showing latteral headings as made at Niland, Calif 700-J-55 1914 December

Photographer: J.T.K.

Box 60, Folder 123

Head gate on lateral of Modesto Canal, grain irrigation plat, Calif 700-J-56 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 124

Orland Project, U.S. Reclamation Service, Orland, Calif 700-J-57 1914 November

Photographer: J.T.K.

Box 60, Folder 125

Gate for diverting water to lateral from main fed by pump. Water under pressure when pump is running. Gate must be manipulated when pressure is off. San Dimas, Calif 700-J-58 1919 March

Photographer: F.W.S.

Box 60, Folder 126

Diversion Gate and Circular Measuring Crest Designed by A. Kempkey and in use on the Balfour-Guthrie Project at Brentwood 700-J-59 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

About a ten foot weird crest is obtained by the use of this segment of corrugated iron pipe.

Box 60, Folder 127

Diversion Gate and Circular Measuring Crest Designed by A. Kempkey and in use on the Balfour-Guthrie Project at Brentwood 700-J-60 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

About a ten foot weir crest is obtained by the use of this segment of corrugated iron pipe.

Box 60, Folder 128

Diversion Gate and Circular Measuring Crest Designed by A. Kempkey and in use on the Balfour-Guthrie Project at Brentwood 700-J-61 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

About a ten foot weir crest is obtained by the use of this segment of corrugated iron pipe.

Box 60, Folder 129

This type of turnout gate and measuring weir designed by A. Kempkey for Balfour-Guthrie Project, but with weir crest length increased by rectangular offset in straight weir board instead of with segment of corrugated iron pipe 700-J-62 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 130

Close up view of gauge for measuring depth on circular weir crest, Kempke turnout Gate Balfout-Guthrie project 700-J-63 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 131

Larger type of turnout designed by A. Kempke for Balfour-Guthrie project with circular Weir Crest 700-J-64 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 132

Lateral and turnout gates - Orland Project 700-J-65 circa 1923 September

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 133

Waterman Gate on precast concrete headwall. Used by the Fresno I.D. on class B ditches to a limited extent 700-J-66 1929 July 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 652

Box 60, Folder 134

Forms for casting headwall on waterman gates, Fresno I.D 700-J-67 1929 July 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 135

Calco model 101 slide gates and precast headwalls in Fresno Irrig. Dist. yard. Headwall 3" thick. 20" gates 700-J-70 1929 May 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 651

Box 60, Folder 136

Right: Calco gate set in standpipe. Typical turnout installation. Left: Waterman gates set in precast headwall. Consolidated Irrig. Dist 700-J-71 1929 May 25

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 137

Standard turnout installation. Consolidated Irrigation District Gate set in standpipe and pilot tube used for measuring discharge in pipe upstream from gate 700-J-72 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 138

Lateral headgate. This is an illustration of the use of a standard type of structure regardless of the particular condition of the installation. A culvert head immediately below the gate. James Irrigation Dist 700-J-73 1929 May 11

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 139

#2 Radial gate on canal adjacent to west boundary of University Farm, Davis 700-J-74 1929 May 1

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 140

Checkgate or stop gate at divide in James Irrigation District. Note accumulation of weeds and moss in water above gate. Gate is designed to act both as undershot and overpour 700-J-75 1929 May 11

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 141

Calco slide headgate No. 105 used as a stop gate or check gate in field ditch. Thompson Bros. Rach, Fresno. Structure also used as culvert 700-J-76 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 142

#3 Wooden check or stop gate adjacent to west boundary of University Farm, Davis 700-J-77 1929 May 1

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 143

Side gate or turnout. 6" concrete headwall on each end of 16' concrete pipe. Calco No. 101 gate. Modesto Irrigation District two views 700-J-78 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 144

Detail of framing, Morton type gate. Merced Irrigation District. Same structure as No. 80 700-J-79 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 145

Automatic gate at head of laterals. Stilling basin and 20' rectangular weir standard equipment. Weirs equipped with automatic recorders installed in concrete house. West Stanislaus Irrigation District 700-J 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See card 7000-M-b-120

Box 60, Folder 146

Adjustable submerged orifice installation on turnout. Fresno Irrigation District 700-J 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See card 700-M-e-7

Box 60, Folder 147

Morton type stop or check gate in 15 to 30 second-foot canals. Merced Irrigation District 700-J-80 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 148

Headgate to Lone Tree Canal. Consolidated Irrigation District. Two 42 inch and one 24 inch pipes equipped with Venturi meters 700-J-81 1930 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 149

View showing method of setting gate ring and frame in forms when pouring headwall to turnouts. Fresno Irrigation District 700-J-82 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 150

Turnout installation in large canal. Fresno Irrigation District 700-J-83 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Physical Description: 2 negatives

Box 60, Folder 151

Concrete rectangular side gate with double opening used by the Turlock Irrigation District in lined canals. Constructed during winter of 1930-31. For drawing see Project 860, p.134, fig. 85 700-J-84 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 152

Standard wooden delivery gate except for width. Width 2' instead of standard 3'. Imperial Irrigation District 700-J-85 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 153

Standard 3' x 3' wooden delivery gate. Imperial Irrigation District. Note silt deposited in front of gate 700-J-86 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 154

Rubble masonry headgate to lateral. Masonry laid against forms giving appearance of concrete 700-J-87 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 155

Rubble masonry delivery gate with steel plate gate. This structure was constructed when a tight gate was needed. Calipatria Division, Imperial Irrigation District 700-J-88 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 156

Lateral headgate to small lateral. Imperial Irrigation District 700-J-89 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 157

Standard wooden delivery gates in yard. Calipatria Division, Imperial Irrigation District. (2 views) 700-J-91 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 158

Rubble masonry headgate to small lateral. Imperial Irrigation District 700-J-92 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 159

Skimming weir at head of lateral. This structure designed to keep sand out of lateral. Said to work very satisfactory if depth over crest is not more than 5" or 6". Imperial Irrigation District. (3 views) 700-J-93 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 160

Standard field turnout gate, Imperial Irrigation District 700-J-94 1932 March 1

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 161

Turnout gate made of rubble masonry laid up against forms, Imperial I.D 700-J-95 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 162

Fresno Irrigation District slide gate, 18" size. Sold to farmers in district for $4.45 with 2 1/2 feet of pipe, or $4.75 with 3 feet pipe attached 700-J-96 1936 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 163

Fresno Irrigation District slide gate, 14" size. Sold to farmers in district for $3.24 with 2 1/2 feet of pipe, or $3.45 with 3 feet of pipe attached 700-J-97 1936 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 164

Delivery gate I.W. no. 5. Imperial Valley 700-J-98 1914 April

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 165

Wooden delivery box. Gate with weir board. Note silt. Imperial Valley 700-J-99 1914 April

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 166

Orland Project, U.S. Reclamation Service, Orland, Calif 700-J-100 1914 November

Photographer: J.T.K.

Box 60, Folder 167

Combination Gate, and delivery structure, Sacramento Valley Irrig. Co. Willows, Calif 700-J-101 1912 June

Photographer: F.C.S.

Box 60, Folder 168

Reservoir and discharge gates, North Fork Ditch, Folsom, Calif. May 1900 700-J-102 1900

Box 60, Folder 169

Turlock Canal - Regulating and waste gates located at foot of 600 feet tunnel through rock 700-J-103 undated

Box 60, Folder 170

Gate boy to irrigate borders in farm of S.M. Bixby Imperial, Calif 700-J-104 1905 November

Box 60, Folder 171

Untitled 700-J-105 undated

Box 60, Folder 172

Cuoena Box, University Farm, Davis 700-J-106 1914 May

Box 60, Folder 173

Untitled 700-J-107 undated

Box 60, Folder 174

Combination delivery gate and check with high drop. Imperial Irrigation District 700-J 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See 700-K-79

Box 60, Folder 175

Concrete check and delivery gate in small lateral. Imperial Irrigation District 700-J 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See 700-K-81

Box 60, Folder 176

Check and delivery gate on Santa Ana Valley Irrigation Company main canal northeast of Santa Ana, Calif 700-J 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See 700-K-84

Box 60, Folder 177

Combination rubble masonry check and delivery. Calipatria Division, Imperial Irrigation District 700-J 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See 700-K-91 and K-90

Box 60, Folder 178

Combination wooden check and delivery gate. This design is very commonly used. Imperial Irrigation District 700-J 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See 700-K-86

Box 60, Folder 179

Typical Concrete Check, West Branch Snake River Valley Canal, Snake River Valley Irrigation District, Idaho 700-K-1 1916 December 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is the type of construction that the district has done a great deal of in the past two or three years.

Box 60, Folder 180

Concrete check spanned by bridge, West branch of Snake River Valley Canal, Snake River Valley Irrigation District, Idaho 700-K-2 1916 December 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 60, Folder 181

Irrigating alfalfa, Sacramento Valley Irrigation Experimental Tract, Willows, California 700-K-3 1915 August 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This experimental work on the Sacramento Valley Irrigation tract was carried on only in 1915 but was a part of the general alfalfa duty of water investigations in Sacramento Valley, covering the years 1913-1915 inclusive.

Box 60, Folder 182

Pouring concrete for a Weir and Check, Orland Project, California 700-K-4 1914

Photographer: J.L.K.

Box 60, Folder 183

Newly constructed concrete check and weir on the Orland Project, California, showing concrete lining 700-K-5 1914

Photographer: J.L.K.

Box 60, Folder 184

Newly made concrete weir and check, Orland Project, California 700-K-6 1914

Photographer: J.L.K.

Box 60, Folder 185

Wooden check gate for use in alfalfa Fields 700-K-7 1916 October 24

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This was designed and constructed at the University Farm by S.H. Beckett and his assistants.

Box 60, Folder 186

Check in canal used as measuring Weir, Spalding Tract near Norman, California. Rice duty of water investigations in Sacramento Valley, 1917 700-K-8 1917 May 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 60, Folder 187

Typical wooden structure, Orland Project, California 700-K-9 1914

Photographer: J.L.K.

Box 60, Folder 189

Old type automatic radial gate 700-K-10 undated

Box 60, Folder 190

Old type automatic radial gate 700-K-11 undated

Box 60, Folder 191

Check on Riverside W. Co. canal 700-K-12 1915 July

Photographer: Tait, C.E.

Box 60, Folder 192

Concrete check box. A patented box never seen in used 700-K-13 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 193

Checks, Modesto, Calif 700-K-14 undated

Box 60, Folder 194

Ostrom check box prior to being placed in check leves, an excellent box 700-K-15 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 195

Ostrom Levee box and gate, Modesto Irrigation District 700-K-16 1904 Summer

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 196

Special turnout into pipeline and a small check gate. Adjustable submerged orifice measuring device. Fresno Irrigation District 700-K-17 1929 May 7

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 197

Small check gate with standard turnout in wing wall. W -- 30" walls 4" thick. Fresno Irrigation District 700-K-18 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 198

Check gate with downstream sloping side walls and two type. A turnout with type A measuring devices. Fresno Irrigation District 700-K-19 1929 May 4

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 199

Small precast check gate. Ditch tender Curtis and Geo. L. Swendson, Chief Engineer, Fresno Irrigation District 700-K-20 1929 May 10

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 200

Check gate on Central Canal, showing concrete center pier and I beam intermediate piers. Flash boards continuous over I beams. Fresno Irrigation Dist 700-K-21 1929 May 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 642

Box 60, Folder 201

Automatic check gate at head of Hanson Canal on Gould Canal. Calco radial gate and automatic control. Fresno Irrigation District 700-K-22 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 202

Precast check gate. Width -- 3' clear. Thickness 2 1/2". Reinforced with steel. Fresno Irrigation District 700-K-23 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 647

Box 60, Folder 203

Same as 700-K-23 but different view. Fresno Irrigation District 700-K-24 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 204

Standard check gate equipped with slide gate and handwheel. Acts both as an undershot and overpour gate, adapted to special conditions. Check structure is standard type A. Fresno Irrigation District 700-K-25 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 205

Automatic check gate designed and constructed by Fresno Irrigation District. This structure acts as a spillway for ditch flowing to right. Mr. Anson J. Gerner, Superintendent Fresno Irrigation District 700-K-26 1929 May 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 206

Structure on Gould Canal at head of Hanson Canal. At left headworks to Hanson Canal, checkgate with automatic control at right. Fresno Irrigation District 700-K-27 1929 May 7

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 207

Check gate or drop at head of Fowler Switch Canal. One of first concrete checks built by Mr. I. H. Teilman, Engineer, This structure has single length flashboards. Consolidated Irrigation District 700-K-28 1929 May 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 208

Downstream view of 2 space concrete drop or check gate. New type. End piers omitted. Crate on top for holding flashboards during non-operating season. Alta Irrigation District 700-K-29 1929 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 643

Box 60, Folder 209

Concrete drop, 2 spaces 4' wide. Crate built to lock up flashboards during non-operation season. Picture shows Calco gates installed on sloping sidewalls of lined section of canal above drop. End piers on drop were eliminated on later installation. (See other view) Alta Irrigation District 700-K-30 1929 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 210

20' drop on C and K Canal. One of first designed and built structures for consolidated Irrigation District by Mr. I. H. Teilman, Engineer. Note: This structure has 3" plank walk instead of concrete walk 700-K-31 1929 May 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 211

Large drop check gate. Consolidated Irrigation District. Difference in water levels upstream and downstream about 6' 700-K-32 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 212

Standard two space check gate. Clear width between outside walls 13'8". Flash boards extend across entire structure with center pier for support. Mr. I. H. Teilman Engineer Consolidated Irrigation Dist 700-K-33 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 213

Check gate, 5'8" wide in clear. Standard installation Consolidated Irrig. Dist 700-K-34 1929 May 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 214

Standard check gate, Consolidated Irrigation District Clear width of opening 7'8" 700-K-35 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 215

Check gate built of 36" pipe vertical and 24" pipe horizontal. Cost of this structure was $56.00. A very economical type for small structures. Consolidated Irrig. Dist 700-K-36 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 216

Combination check gate and culvert, with three turnouts in wing walls. Mr. I. H. Teilman, Engineer, Consolidated Irrigation District 700-K-37 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 217

Large drop or checkgate on main canal Alta Irrigation District. Clear width of each opening 4'0". Boxes at each end to hold flashoards during non-operation season 700-K-38 1929 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 646

Box 60, Folder 218

Large concrete check gate or drop on Fowler Switch Canal. Openings 7'6" clear. Flash boards continuous over two openings. Downstream view. Consolidated Irrig. Dist 700-K-39 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 645

Box 60, Folder 219

Large check and drop on Fowler Switch Canal. Opening 7'6" clear. Flash boards 16' long continuous over two openings. Upstream view. Consolidated Irrigation District 700-K-40 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 220

Automatic check gate on lateral canal, Modesto Irrigation District. 4'0" radial gate. Old style structure not being constructed at present time 700-K-41 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 221

Automatic check gate. Radial gate 10'0" wide. Openings 5'0". Plank walk. Merced Irrigation District 700-K-42 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 222

Wooden stop gate or check gate in earth canal. Merced Irrigation District 700-K-43 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 223

Untitled 700-K-44 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Check gate or stop gate. Combination concrete and Redwood. This structure is typical of structures now being installed in Merced Irrigation District. Contract bid on this type of structure has been $25.00 per cu. yd. of concrete when district furnished cement and steel, making total cost about $30.00 per cu. yard. Wooden gates extra.

Box 60, Folder 224

Check gate or stop gate under construction. Lateral No. 4 north. West Stanislaus Irrigation District 700-K-45 1928 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 225

Untitled 700-K-46 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Wooden check gate or stop gate in lined canal. Structure built and placed in ditch without shutting off water. See files for drawing showing details of structure. Turlock Irrigation District.

Box 60, Folder 226

Check gate or stop gate in private ditch. (Thornberg ditch) Turlock Irrigation District. Standard type of structure designed for use in Improvement Districts 700-K-47 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 227

Concrete check gate or stop gate in lined canal. Turlock Irrigation District 700-K-48 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 228

Automatic check gate. Turlock Irrigation District 700-K-49 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 229

Old style automatic check gate. Turlock Irrigation District. Wooden radial gate 700-K-50 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 230

Concrete check gate or stop gate in lined canal. Turlock Irrigation District 700-K-51 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 231

Four space check gate or weir, Modesto Irrigation District. Width of spaces 5'0" c. to c. Note I-beam flashboard guides 700-K-52 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 232

Fifty foot check gate (Weir) in Modesto Irrigation District. Standard type structure. Warped wing walls. I-beam flashboard grooves on slope 1/4 to 1 700-K-53 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 233

Standard type automatic checkgate or weir. Modesto irrigation District. Width of radial gate 8'0" clear, other spaces 5'0" c. to c 700-K-54 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 234

See card 700-B-b-8 Headgate on main canal at head of Lateral No. 3, Modesto Irrigation District. Automatic radial gate to keep constant water level upstream from gate 700-K-55 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 235

Stop gate in main lateral, University Farm, Davis, California. Outlet gates on diagonal is not satisfactory 700-K 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See card 700-N-c-11

Box 60, Folder 236

Combination wood and concrete stop or check gate in large lateral. Merced Irrigation District 700-K-56 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 237

Division point, Turlock Main Canal and Ceres Main Canal, Turlock Irrig. Dist. Ceres Main Canal to right 700-K-57 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 238

Combination checkgate and bridge over County Road. Turnout at right is for lateral on opposite side of roadway. Consolidated Irrigation District 700-K-58 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 239

Large checkgate or drop. Centerville and Kingsbury Canal, Consolidated Irrig. Dist., Height, 16'0" above floor, width, 64'8" inside end walls 700-K-59 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 240

Upstream view of large checkgate or drop gate. Height above floor, 16'0", width, 64'8". Consolidated Irrigation District 700-K-60 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 241

Large checkgate or dropgate. Consolidated Irrigation District. Width inside end walls, 64'8". Height above floor 12'0" 700-K-61 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 242

Upstream view of large checkgate, Consolidated Irrigation District. Backfilling not complete 700-K-62 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 243

Large checkgate, Consolidated Irrigation District. Height above floor, 12'0", width inside end walls 64'8", 8 spaces 7'6" wide. 8" piers 700-K-63 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 244

Steel reinforcement in large checkgates. Consolidated Irrigation District 700-K-64 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 245

Untitled 700-K-65 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 246

Carpenters setting forms for 12 foot (height) checkgate. Consolidated Irrigation District 700-K-66 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 247

Small concrete checkgate. Width 7'8", Consolidated Irrigation District 700-K-67 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 248

Checkgate, width 25 feet. Fresno Irrigation District. Drainage inlet in side 700-K-68 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 249

View showing pier detail of 25 foot checkgate shown in figure 700- K-68 700-K-69 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 250

Checkgate and turnout. Fresno Irrigation District 700-K-70 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 251

Checkgate in lined section of canal at end of flume over natural drainage channel. Fresno Irrigation District 700-K-71 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 252

Backfilling around a checkgate and turnout. Fresno Irrigation District 700-K-72 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 253

Checkgate with device for holding flashboards showing boards in place. Chain with padlock goes around boards and through wheel. Fresno Irrigation District 700-K-73 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 254

Checkgate with device for holding flashboards when not in use. Fresno Irrigation District 700-K-74 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 255

Checkgate or drop in lined canal. Modesto Irrigation District 700-K-75 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 256

Automatic drop or check gate, Turlock Irrigation District (See T.I.D. drawing no. 4-273) 700-K-76 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 257

Stop gate (check gate) with weir control for lined canals. Turlock Irrigation District. This structure provides 26 feet of weir crest length. (see project 860, p. 131, fig. 86 for drawing). Standard Calco side gate shown at right. (for drawing of this structure see p. 133, fig. 85 of Project 860) 700-K-77 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 258

View of stop gate shown in 700-K-77 showing detail of right half. Turlock Irrigation District 700-K-78 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 259

Combination delivery gate and check with high drop. Imperial Irrigation District 700-K-79 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 260

Check in lateral with sluicegates on sides. Imperial Irrigation District 700-K-80 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 261

Concrete check and delivery gate in small lateral. Imperial Irrigation District 700-K-81 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 262

Wooden check with center sluice gate. Imperial Irrigation District 700-K-82 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 263

Standard type of check for small laterals. Imperial Irrigation District 700-K-83 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 264

Check and delivery gate on Santa Ana Valley Irrigation Company main canal northeast of Santa Ana, Calif 700-K-84 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 265

Repairing wooden check by adding new posts, and raising sides one foot. Imperial Irrigation District 700-K-85 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 266

Combination wooden check and delivery gate. This design is very commonly used. Imperial Irrigation Dstrict 700-K-86 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 267

Concrete check gate in small lateral. Imperial Irrigation District 700-K-87 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 268

Rubble masonry check built against forms, giving general appearance of reinforced concrete. Imperial Irrigation District 700-K-88 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 269

Rubble masonry check and drop. Upstream. Imperial Irrigation District 700-K-89 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 270

Rubble masonry check and drop, downstream view, Imperial Irrigation District. See 700-K-91 700-K-90 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 271

Combination rubble masonry check ad delivery. Calipatria Division Imperial Irrigation District. (See 700-K-90) 700-K-91 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 272

Old type automatic radial gate 700-K-92 undated

Box 60, Folder 273

Standard lateral check gate, Imperial Irrigation District 700-K-93 1932 March 1

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 274

Check gate 700-K-94 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 275

Fresno Irrigation District. Precast bolted check, size no. 1, width 1'6", depth 2 1/2", length 2', $3.35 f.o.b. yard to farmers in district. Price does not include concrete flash board nor concrete floor which is poured in place in ditch. Hundreds of these checks have been made and sold during the past yr 700-K-95 1936 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 276

Check. Power canal. Imperial Valley 700-K-96 1914 March

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 277

Undershot check gate. Imperial Valley 700-K-97 1914

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 278

Check gate in the delivery stand at Pump No. 9 700-K-98 1947 April 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 60, Folder 279

Gate used by Imperial Valley Water Co. #5 in its ditches under the new last side Highline Canal. This is a new gate set in the ditch and earth not yet filled in 700-K-99 undated

Box 60, Folder 280

One of the two stave-pipe pipe lines leading from pumping plant, Westside Irrigation District 700-L-a-29 1918 May 02

Photographer: Adams, Frank, 1875-1967

Scope and Content

Picture shows test apparatus attached to pipe.

Box 60, Folder 281

Double stave-pipe pipe line leading from State Highway west toward the coast range, Westside Irrigation District 700-L-a-30 1918 May 02

Photographer: Adams, Frank, 1875-1967

Scope and Content

These pipe lines are within one mile of the northerly end of the district along the highway and form the west edge of the district in its northwest corner.

Box 60, Folder 282

See: 795-C-b-1. Laying 18" concrete drainage tile on Browning's ranch, Reclamation District 108 near Grimes, Calif 700-L-b undated

Box 60, Folder 283

Pouring Concrete in Construction of Siphon under Bottom of Sacramento River, Anderson-Cottonwood Irrigation District, California 700-L-b-16 undated

Scope and Content

Similar to Picture No. 113 but looking towards the channel of the Sacramento River which is just beyond the portion of pipe line to be seen in the distance.

Box 60, Folder 284

Forms for a Concrete Siphon Under Clear Creek, Anderson-Cottonwood Irrigation District, California 700-L-b-17 undated

Box 60, Folder 285

Concrete pipe trench made with V-crowder 700-L-b-18 undated

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 286

Underground Distributing System, Pear Orchard, Little Rock Creek Irrigation District, Cal 700-L-b-20 1915 June 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

These trees are three or four years old. The orchard is irrigated with furrow which take their water from the standpipes shown here.

Box 60, Folder 287

Lower End of Storm Culvert, Beneath Gasburg Flume, Modesto Irrigation District, California 700-L-b-21 1915 December 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This storm culvert was constructed some months in advance of the construction of the hydraulic fill designed to take the place of this flume.

Box 60, Folder 288

Upper End of Concrete-lined Tunnel, Cascade Irrigation District, Washington 700-L-b-22 1916 November 19

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This tunnel was lined by the District.

Box 60, Folder 289

Lower End of Concrete-lined Tunnel, with Warped Transition to Earth Canal, Cascade Irrigation District, Washington 700-L-b-23 1919 November 19

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 60, Folder 290

Automatic Hydrants in the Blanchard Citrus Grove, above Santa Paula, Cal 700-L-b-24 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

This is also known as the overflow hydrant, the water wasting into a 6 inch pipe in the center of the hydrant after it rises sufficiently high to give the desired pressure above the outlet spouts. This picture also shows the galvanized iron distributor, about 2 inches in diameter, which fastens on the outlet spout on the lower side of the concrete hydrant. These distributors are made with as many holes as desired, one hole being arranged for each furrow. In the case photographed, water was being run both ways from the distributors, but as the young trees were being irrigated with only a single furrow directly above the tree rows, only the lower openings in the distributors were opened.

Box 60, Folder 291

Device Used for Placing Concrete Pipe, Orland Project, California 700-L-b-25 1914

Photographer: J.L.K.

Box 60, Folder 292

A Second Row of Standpipes in the Lieb Walnut Grove, near Cupertino, Santa Clara Valley, California 700-L-b-26 (No neg) 1914

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 293

Testing 12-inch concrete pipe at Herman E. Berg Project, Yuba City. Picture shows sweating of pipe at 5 pounds pressure 700-L-b-27 (No neg) 1917 September

Photographer: M.B.W.

Box 60, Folder 294

Testing 12-inch concrete pipe at Herman E. Berg Project, Yuba City Picture shows sweating of pipe at 40 pounds pressure 700-L-b-28 1917 September

Photographer: M.B.W.

Box 60, Folder 295

Adjusting Reinforcement Rings, Main Concrete Discharge Pipe leading from Pumping Plant across the S.P. Railroad. Westside Irrigation District 700-L-b-29 1918 May 2

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 296

One of the Discharge Pipes leading from pumping plant, Westside Irrigation District, under construction 700-L-b-30 1918 May 2

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 297

Concrete Pipe Yard of Bent Brothers at Henrietta 700-L-b-31 1918 May 6

Photographer: Adams, Frank, 1875-1967

Scope and Content

This pipe is manufactured for the Boston land Company, 50,000 feet of pipe being shown in the yard.

Box 60, Folder 298

Layout of Rings and Forms, Concrete pipe yard of Bent Brothers at Henrietta 700-L-b-32 1918 May 6

Photographer: Adams, Frank, 1875-1967

Scope and Content

This pipe is manufactured for the Boston Land Company.

Box 60, Folder 299

Van Cleave Construction Company's concrete pipe plant at Exeter, Cal 700-L-b-33 1918 April

Photographer: F.G.V.

Scope and Content

Machine made bell pipe corrugated to add strength.

Box 60, Folder 300

Apparatus for covering steel pipe with concrete used by Temescal Water Company at Corona 700-L-b-34 1919

Photographer: Veihmeyer, Frank J., 1886-1977

Scope and Content

Pipe is wrapped with a stiff reinforced steel mesh which is held away from the pipe by small truncated pyramids of concrete 1 1/2 inches high. Forms as show in the picture are then put around the pipe 1 1/2 inches from the screen and the concrete poured resulting in a reinforced concrete pipe three inches thick. The cost per foot for 30 inch pipe was about $2.30.

Box 60, Folder 301

Linderman concrete pipe plant at Kingsburg 700-L-b-35 1918 April

Photographer: F.G.V.

Box 60, Folder 302

K.T. System of delivery- Covina, Calif 700-L-b-40 1912 May

Photographer: F.C.S.

Scope and Content

Note the concrete stand pipe coming up from the head ditch. At the top is a set of small galv. tubes, some going into the orchard and one watering the plants within the small concrete curbing. The standpipe serves as a corner to the curbing. Mr. Thomason, President of the K-T Co. of Los Angeles, placing a repair in the gate of the standpipe.

Box 60, Folder 303

Trench for concrete pipe line, Covina, Calif 700-L-b-41 1912 May

Photographer: F.C.S.

Scope and Content

Showing trench opened for the pipe to serve the orchard at the right. A stand pipe will be erected at the head of each row of trees and small galvanized tubes deliver the water after being regulated by a K-T Valve in the stand pipe.

Box 60, Folder 304

Main pipe line of Del Monte Irrigation Co. crossing a swale near Claremont Calif. Pipe is buried except at this point 700-L-b-42 undated

Photographer: Tait, C.E.

Box 60, Folder 305

Pipe distribution. Laying pipe, Evergreen Ranch, Lordsburg, Calif 700-L-b-43 1910

Photographer: Tait, C.E.

Box 60, Folder 306

Orland Project, U.S. Reclamation Service, Orland, Calif 700-L-b-44 1914 November

Box 60, Folder 307

Orland Project, U.S. Reclamation Service, Orland, Calif 700-L-b-45 1914 November

Box 60, Folder 308

Board head flume replaced by pipe and stand system, near Pomona, Calif 700-L-b-46 undated

Photographer: Tait, C.E.

Box 60, Folder 309

Setting stands on concrete pipe for orchard irrigation near Pomona, Calif. Orchard and pumping plan of Wood Bros 700-L-b-47 undated

Photographer: Tait, C.E.

Box 60, Folder 310

Concrete pipe laying near Pomona, Calif. Schisler orchard and pumping plant 700-L-b-48 undated

Photographer: Tait, C.E.

Box 60, Folder 311

Testing pipe. Five joint apparatus. San Dimas, Calif 700-L-b-49 1919 June

Photographer: F.W.S.

Box 60, Folder 312

Breaking pipe for strength test. San Dimas, Calif 700-L-b-50 1919 June

Photographer: F.W.S.

Box 60, Folder 313

Brubake Bros. machine for making concrete pipe, San Dimas, Calif 700-L-b-51 1919 July

Photographer: F.W.S.

Box 60, Folder 314

Overflow Pipe and Stand System, Blanchard Lemon Orchards, Santa Paula, California 700-L-b-52 undated

Photographer: Tait, C.E.

Box 60, Folder 315

Thirthy-Inch Concrete Pipe of Temescal Water Company, in Temescal Canyon, California 700-L-b-53 1915 April

Photographer: Tait, C.E.

Scope and Content

This carries water from wells in Perris Valley to Corona.

Box 60, Folder 316

Linderman's concrete pipe plant at Kingsburg, using pneumatic hammer for tamping concrete in forms 700-L-b-55 1918 April

Photographer: F.G.V.

Box 60, Folder 317

Wooden flume discarded for Concrete Underground System and Standpipes, Southern California 700-L-b-56 1911 July

Photographer: Tait, C.E.

Box 60, Folder 318

Carriage removing concrete pipe from pipe machine for seasoning. Delhi State Colony 700-L-b-57 1920 August

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 319

Concrete Pipe Machine, Delhi State Colony 700-L-b-58 1920 August

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 320

Interior of concrete pipe Factory, Delhi State Colony 700-L-b-59 1920 August

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 321

Concrete Pipe Yard Durham State Land Settlement Colony 700-L-b-60 1919 September

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 322

Making Hand Tamped Pipe, Durham State Land Settlement 700-L-b-61 1919 September

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 323

Laying Concrete Pipe 700-L-b-62 undated

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 324

Laying Concrete Irrigation Pipe in Citrus Orchard 700-L-b-63 undated

Box 60, Folder 325

Concrete Pipe Installation on Camino Ridge, El Dorado County 700-L-b-64 1919 August

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 326

Setting forms and pouring concrete for pipe line leading to syphon under Sacramento River. Anderson-Cottonwood Irrigation District 700-L-b-65 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

Proposed syphon under river not built but water carried across on bridge.

Box 60, Folder 327

Overflow Pipe and Stand System, Blanchard Orchards, Santa Paula, California 700-L-b-66 undated

Photographer: Tait, C.E.

Scope and Content

Lima beans are planted between the lemon trees.

Box 60, Folder 328

Concrete pipe installation. Backfilling trench with V crowder 700-L-b-67 1914

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 60, Folder 329

Concrete pipe installation, University Farm, Davis. Irrigation tract 700-L-b-68 1914

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 60, Folder 330

Laying 12" Concrete pipe line, Irrigation tract, University Farm, Davis 700-L-b-69 1914

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 60, Folder 331

Newly set pressure gate - Delhi Experimental tract, 1921 in concrete pipe line 700-L-b-70 1921

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 332

Laying 10' concrete pipe. Pollard Brothers, Fresno 700-L-b-71 1929 May 10

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 333

Trench and forms for 36 inch continuous concrete pipe 700-L-b-72 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 334

Forms for 36 inch continuous concrete pipe line. L.W. Terrell, Contractor, Turlock 700-L-b-73 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. D.684

Box 60, Folder 335

Forming lower half of 36-inch continuous concrete pipe. L.W. Terrell Contractor, Turlock 700-L-b-74 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 336

Pouring upper half of 36 inch continuous concrete pipe. L. W. Terrell, Contractor, Turlock 700-L-b-75 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 337

Forming upper half of 36 inch continuous concrete pipe. L. W. Terrell, Contractor, Turlock 700-L-b-76 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 338

Pouring lower half of 30 inch continuous concrete pipe. Lloyd W. Terrell, contractor, Turlock 700-L-b-77 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 339

Constructing 30 inch continuous pipe. L. W. Terrell, Contractor, Turlock 700-L-b-78 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 340

Template used in shaping bottom of trench for monolithic concrete pipe. Turlock Irrigation District 700-L-b-79 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 341

Display of concrete pipe and concrete pipe field gates. Imperial Valley Concrete Company, El Centro, California 700-L-b-80 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 342

Newly laid 16 foot concrete aqueduct pipe from Euclid Avenue crossing, Metropolitan Water District. Ontario, Calif. (See preceding view) 700-L-b-81 1936 August 31

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 343

End of newly laid Metropolitan Water District aqueduct pipe under Euclid Aveune, Ontario, Calif 700-L-b-82 1936 August 31

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 344

Irrigation lateral, Oakdale Irrigation District being replaced with 24" concrete pipe. Shows growth of water grass and other water plants in canal which is one reason for changing to concrete pipe. Pipe constructed and laid by Oakdale Irrigation District, W.P.A. Project. cooperative with owner of land 700-L-b-83 1938 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 345

(Project 860) Pipe No. 60, (lateral A). Bottom poured, top form in place, showing bracing. Sloppy mix has just been poured along sides. Ready to finish top shell with dry mix 700-L-b-84 1938 October 18

Photographer: A. Molenaar

Box 60, Folder 346

Project 860: Concrete pressure stands used in Delhi District. Galvanized iron surge stands on parallel concrete pipes. Center pipe serves as return to well pit. Delhi District 700-L-b-85 1938 October 18

Photographer: A. Molenaar

Box 60, Folder 347

6-way structure, Delhi District. Another type of overflow stand in Delhi District 700-L-b-86 1938 October 18

Photographer: A. Molenaar

Box 60, Folder 348

Placing cement covering around old steel pipes. Sweetwater Water Co 700-L-b-87 1919 January

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 349

Gated surface pipe distributing water to furrows. Citrus orchard, Ventura County. Gould Denison, owner 700-L-b-88(1) and (2) (3) 1939 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 350

(1) Distributing water from gated surface pipe to furrow. Shows use of burlap sacks for preventing erosion at head of furrow. Southern California. Gould Denison, Ventura. (2) Shows float device for indicating head on surface pipe to aid in regulation of water to furrows 700-L-b-89 1939 June

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 351

Excavating trench for 12-inch concrete pipe line. Wolfskill Experimental Orchard, Winters, Calif 700-L-b-90 1938 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Similar view also in negative envelope.

Box 60, Folder 352

Series of 16 pictures showing installation of alfalfa valve on concrete pipe line. Wolfskill Experimental Orchard, Winters 700-L-b-91 1938 Fall

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 353

Shows bottom section of pipe in place and extent to which foundation extends around stand. Construction of stand pipes at pump. Concrete pipe system, Wolfskill Experimental Orchard, Winters, Calif 700-L-b-92 1938 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Similar view in negative envelope.

Box 60, Folder 354

Installing valve on concrete pipe riser, on 12" concrete pipe line. Wolfskill Experimental Orchard, Winters, Calif 700-L-b-93a, b 1938 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

b. Completed riser and valve.

Box 60, Folder 355

Concrete pipe line, Wolfskill Experimental Orchard, Winters 700-L-b-94 a, b 1938 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 356

Pumping plant showing arrangement of serge chamber and valves for connection to concrete pipe line, Soledad Land Company, Soledad, Calif. Howard D. Peters, Engineer, Salinas 700-L-b-95a, b 1940 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 357

Digging trench for concrete pipe line, Agronomy Tract, University Farm. Pipe furnished and laid by United Concrete Pipe Co., Woodland, Calif., G.L. Black in charge 700-L-b-96 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 358

Laying 14" pipe, Agronomy Tract, University Farm 700-L-b-97 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 359

Laying 14" concrete pipeline, Agronomy Tract, University Farm. Workman in background is pipe layer who places a mortar on joints and butts them together in the trench. He is followed by the bander (man in foreground) who works about 5 pipe lengths behind the layer and places a mortar band about 4" wide and 1/2" thick around each joint. Pipe is immediately backfilled to a depth of about 6" over to the top of the pipe and is shown in the immediate foreground 700-L-b-98 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 360

Laying concrete pipe, Agronomy Tract, and construction of hub end gate in line. As the water may be run to this line from either end, a 14" open stand was constructed on each side of the gate valve. Opening in the pipe immediately in front of gate is for connection to stand 700-L-b-99 undated

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 361

Same as 700-L-b-99 showing backfilling around gate and over the pipe. Note sack placed over opening in pipe to prevent circulation of air 700-L-b-100 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 362

Completed gate structure shown in pictures 700-L-b-99 and 100. Stand is placed on each side of gate since water may flow to this structure from either direction 700-L-b-101 1940 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 363

103, 103a 700-L-b-103, 103a. 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

103: This and following views show progressive steps in construction of lateral connection to 14" concrete pipe line, Agronomy Tract. This lateral connection was made with one joint of 18" concrete pipe line of side. The 18" pipe is large enough so that the 14" pipe telescopes inside of it. This view shows workman placing the 18" pipe length in position in the trench. 103a: Shows 18" pipe length after being blocked into position.

Box 60, Folder 364

103b, 103c 700-L-b-103b, c 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

103b: Laying 14" pipe making connection with 18" pipe line. (Other views in negative file) 103c: This shows progress of connection after 14" pipe has been laid to connection with 18" pipe line.

Box 60, Folder 365

103d, 103e 700-L-b-103d, e 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

103d" Pipe layer placing mortar outside of pipe making connection between 14" and 18" sections. 103e: Shows pipe layer placing mortar joint on the inside of pipe.

Box 60, Folder 366

103f, 103g 700-L-b-103f, g 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

103f: This view shows short length of 12" pipe in place between 14" line and gate on lateral. 103g: Shows 12" Cajon gate (manufactured) by Snow Irrig. Supply Co.). These gates were used exclusively on this job, and were installed 1/2 pipe length (18") from all structures.

Box 60, Folder 367

103h, 103i 700-L-b-103h, i 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

103h: Shows structure after gate has been blocked into place on short length of 12" pipe. 103i: Shows appearance of connection between 14" and 18" pipe after final band has been placed around joint.

Box 60, Folder 368

103j, 103k, 103l 700-L-b-103j, k, l 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

103j: Shows appearance of structure after mortar bands have been placed around pipe at connection of gate. 103k: Same after initial backfilling has been placed over pipe. Stand in immediate foreground is present outlet to ditch. Planned that this 12" lateral will be extended at a later date.

Box 60, Folder 369

103m, 103n 700-L-b-103m, n 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

103m: After mortar joints have been cured for 24 hours, the lower section of 14" pipe stand is placed over hole cut in pipe. Temporary pipe fill is then placed around structure. About a week later, this temporary fill is removed and pipe is cleaned preparatory to placing concrete block around the joint to serve as reinforcement and to increase foundation area. 103n: Shows appearance of structure after concrete block has been poured. Concrete block stands to about 4" over top of pipe and completely embeds the pipe section.

Box 60, Folder 370

Stand shown in pictures L-b-103 - 103n when completed. Note 12" riser in 12" branch line 700-L-b-103o 1940 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 371

Construction of a similar type shown in preceding pictures (700-L- b-103-103n) except that 13" gate is placed in main line 700-L-b-104 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 372

Same structure as 700-L-b-104 showing workman fitting a lower section of 14" standpipe 700-L-b-105 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 373

a. Completed structure shown in 700-L-b-104 and 105. b. Detail of the gate shown at right on a. Trench was excavated around gate to repair leak. Pipe tested for leakage 700-L-b-106a, b 1940 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 374

107a, 107b 700-L-b-107a, b 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Shows an alternate type of stand used where lateral was already in place. The 12" pipe lateral to which the 14" main was to be connected was not buried as deeply as the 14" pipe and, therefore, was impossible to make a suitable connection by the method shown in pictures 700-L-b-103 -- 103n. Therefore a reinforced pipe section was placed on end and a concrete formation poured around the base. A 6" plug and a 14" hole had previously been cast in one end of the 30" pipe section to form opening for 14" riser. First view shows the 30" pipe section with holes cut in pipe for connection to pipe lines. Second view shows section after being placed in position in the trench and plugged up ready for pouring of concrete base. Note: Completed structure appears same as 700-L-b-106a.

Box 60, Folder 375

Different stages in the construction of pipe structure which connects with 24" culvert crossing new State Highway. View a shows trench prepared for 36" reinforced pipestand. View b shows stand with 4 holes for connection to 14" pipe line, one 12" lateral, and 14" pipe connection to corrugated culvert 700-L-b-109a, b 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 376

110a, 110b 700-L-b-110a, b 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

110a: Pipe section after being placed in trench and blocked up to proper elevation. 110b: Same as a after reinforcing bars have been placed for concrete foundation.

Box 60, Folder 377

111a, 111b 700-L-b-111a, b 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

111a: The day following the pouring of the foundation, the pipe lines are connected to the stand. Workman making mortar joint between stand and gate. Structure has gates on all 4 sides of stand. Hence water may enter from 2 lines and discharge from either of the other pipes. 111b: Same view as a after mortar joint is completed.

Box 60, Folder 378

General views showing construction of stand described in 700-L-b- 107a,b 700-L-b-112a, b 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 379

Shows how 14" connection was made with 24" culvert. Culvert was plugged full with broken pieces of concrete pipe and the spaces completely filled with concrete mortar. The following day another heavy layer of concrete mortar was added and pipe connection extended to stand 700-L-b-113 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 380

General view of stand after initial backfilling had been placed 700-L-b-114 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 381

Shows the construction of 14" pipestand. Workman placing mortar band on upper joint 700-L-b-115 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 382

Completed structure shown on pictures 700-L-b-109-115 700-L-b-115a 1940 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 383

Construction of 36" open stand at opposite end of the 24" culvert and connection with existing 16" concrete pipe line 700-L-b-116 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 384

Completed structure shown on picture 700-L-b-116 700-L-b-116a 1940 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 385

700-L-b--117a,b,c,d pictures are progressive steps in the installation of 8" alfalfa valve. a shows riser after connection with pipe line. b shows the placing of the valve on top of riser after earth has been backfilled around riser to within 6" of the top 700-L-b-117a, b 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 386

700-L-b-117c shows workman smoothing mortar in top of valve with brush. 700-L-b-117d shows him carefully removing any mortar adhering to valve fitting with his fingers 700-L-b-117c, d 1940 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 387

Completed 30" concrete pipe stand at future location for well and pump. Structure is centrally located along 14" pipe line provided with gates on each side of the stand 700-L-b-118 1940 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 388

Concrete division box and measuring weir at Pump No. 1, Univ. farm. This structure serves to distribute water into 5 pipe lines varying from 8 to 12" in size 700-L-b-119 1940 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 389

Wire wrapping concrete pipe, Lewistown Pipe Co., Indiana. See negative file for 7 additional pictures showing various phases of the construction and testing of this pipe 700-L-b-120 1940 Fall

Photographer: M.W. Loving Am. Con. Pipe Assoc.

Box 60, Folder 390

121a, 121b 700-L-b-121a, b 1941 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

121a: Valley Concrete Pipe Co., Yuba City, Mar. 1941. Wire wrapping 12" plain heavy wall pipe, 30" length with 15 gauge galvanized gamma spring wire spaced 3/4" apart, specimen No. 28. Pipe was tested at Bakersfield March 22 and failed at an ultimate strength of 12,300 pounds per linear ft. b shows how end of wire was fastened by soldering. About four wraps made at each end of pipe. Wires close together and soldered at 4 or 5 points around pipe.

Box 60, Folder 391

Valley Concrete Pipe Co., Yuba City, 3/5/41. Testing 8" plain concrete irrigation pipe wrapped with 16 gauge gamma spring wire, 1/4" spacing, at 155,000 p.s.i. (specimen no. 18). Pipe had been tested hydrostatically, failing at 640 p.s.i. Did not fail in 3-edge bearing test at maximum load of 44,000 lbs. equal to 17,600 lbs. per linear foot 700-L-b-122a,b,c 1941 March 5

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 392

Valley Concrete Pipe Co., Yuba City, Mar. 19, 1941. Testing 8" plain irrigation pipe wire wrapped with No. 16 gauge gamma spring wire, 3/4" spacing, at 170,000 p.s.i., specimen no. 21. failure occurred at a pressure of 360 p.s.i 700-L-b-123a,b 1941 March 19

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 393

Valley Concrete Pipe Co., Yuba City, Mar. 19, 1941 700-L-b-124a,b 1941 March 19

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

a: Hydrostatic tester for 8" concrete pipe consists of 1 1/4" cold rolled steel shaft with cup-shaped rubber gaskets supported by cast iron and steel bulk heads. b: Home-made pump for applying pressure for 8-inch hydrostatic tester. Has 3/4" copper tube cylinder. Capable of producing pressure of about 900 p.s.i.

Box 60, Folder 394

Valley Concrete Pipe Co. Testing strength of 18" plain concrete culvert pipe held together with 4, 1 1/8" bolts. Mortar joint, but no band. Unit supported on 4" head walls 73" apart center to center and was loaded at 2 points 3" to each side of joint. failed at a load of 41,300 lbs. Bending moment = 57,600 pound feet. When bolts were removed, the pipe collapsed. Length of similar pipe tested by 3-edge method failed at 11,000 pounds load 700-L-b-125a,b,c 1941 March 19

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 395

Valley Concrete Pipe Co., Yuba City, Mar. 19, 1941 700-L-b-126a,b 1941 March 19

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

a: Plain (8") concrete pipe wrapped with 16 gauge gamma spring wire, 1/4" spacing, at 170,000 p.s.i. Specimen No. 25. Pipe tested hydrostatically at Bakersfield, Mar. 22. failed at 660 p.s.i. Withstood load of 40,000 pounds without failure. b: Appearance of wrapped pipe after being coated with concrete mortar. Specimen No. 24. Pipe wrapped with 14 gauge gamma spring wire, 3/4" spacing. When tested hydrostatically at Bakersfield, Mar. 22, it failed at 400 p.s.i. and failed the load test at 26500 lbs. or 10,600 lbs. per linear foot.

Box 60, Folder 396

Valley Concrete Pipe Co., Yuba City, placing irrigation pipe, 36" lengths by Packerhead method 700-L-b-127a,b,c 1941 March 19

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

a: Shows concrete mixer and loading hopper to which the sand and gravel are placed for elevating into mixer. b: Another view, north side of plant. c: Shows loading hopper in elevated position dumping aggregate into mixer.

Box 60, Folder 397

Valley Concrete Pipe Co., Yuba City 700-L-b-127d,e 1941 March 19

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

d: Packerhead pipe machine in operation making 6" pipe. e: Wheel cart for moving pipe from machine to curing yard ready to pick up a length of pipe.

Box 60, Folder 398

Valley Concrete Pipe Co., Yuba City 700-L-b-127f,g,h 1941 March 19

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

f: Stripping forms from pipe at curing yards. g: Returning to mixer with empty form. h: Close-up of form for 6" pipe.

Box 60, Folder 399

Valley Concrete Pipe Co., Yuba City. Testing 8" plain concrete irrigation pipe wrapped with no. 16 gauge gamma spring wire, 3/4" spacing. (Spec. no. 21) Under tension of 170,000 p.s.i. This specimen had previously been tested hydrostatically, failure occurring at a pressure of 360 p.s.i. Ultimate load, 3-edge bearing test, 9400 lbs. per linear foot 700-L-b-128a,b 1941 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 400

Valley Concrete Pipe CO., Yuba City. Testing plain 6" concrete pipe, 36" length as a beam. Bottom supports were 33 1/2" apart, center to center. Pipe measured 7 13/16" O.D. and 5 15/16" I.D. failure occurred at a load of 7,100 pounds 700-L-b-129a,b 1941 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 401

Valley Concrete Pipe Co., Yuba City. Testing 5" porous concrete drain tile by 3-edge bearing method. failure occurred at a total load of 9,800lbs. or 3,920 pounds per linear foot 700-L-b-130a,b 1941 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 402

Valley Concrete Pipe Co., Yuba City. Testing 18" concrete culvert pipe as a beam to determine strength of joint. Bottom supports were 70" apart. Load was applied at two points, one on each side of the joint, 13 1/2" apart. This pipe was first tested on March 19, but did not fail under load of 24,000 pounds. It was again tested on March 28 and broke at a load of 24,200 pounds, equivalent to a bending moment of 28,500 pound feet 700-L-b-131a,b 1941 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 403

Valley Concrete Pipe Co., Yuba City. Testing joint between 18" concrete pipe and 18" corrugated pipe. Supports were 7 1/2" apart and load was applied at center of joint. failure occurred at a load of 12,000 pounds. Bending moment, 17,800 pound feet 700-L-b-132a,b 1941 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 404

Valley Concrete Pipe Co., Yuba City. 2 lengths of 15" plain heavy wall (2 1/4") concrete pipe with Valco expansion joint being tested hydrostatically. Pipe held together with four 1 1/8" bolts. failure occurred at 140 p.s.i. Pipe at left was 15" reinforced culvert pipe, 2 1/4" wall. When tested hydrostatically it was found that the length of pipe had a initial crack and leaked so that the test was unsuccessful 700-L-b-133a,b 1941 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 405

Pipe testing demonstration at meeting of California Associated Concrete Pipe Manufacturers, March 22, 1941. Both plain and wire-wrapped pipe were tested hydrostatically and by the 3-edge bearing load test 700-L-b-134 1941 March 22

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 406

Load testing machine for concrete pipe up to 8-foot lengths. Concrete Conduit Company, Colton, California. June 20, 1941 700-L-b-135a,b,c 1941 June 20

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 407

Automatic overflow stand for sidehill irrigation. Cost 7.50. Concrete Conduit Company, Colton, California June 20, 1941 700-L-b-136a,b,c 1941 June 20

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 408

(a) Putting pipe from master cylinder. 30" centrifugal pipe. Concrete Conduit Company Colton; (b) Making 30" centrifugal pipe. Concrete Conduit Company, Colton, California. June, 1941 700-L-b-137a,b 1941 June 20

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 409

(a) Shows reinforcing steel in form. Centrifugal pipe. Concrete Conduit Company, Colton, Calif; (b) Forms for centrifugal pipe - Concrete Conduit Company, Colton, California. June 20, 1941 700-L-b-138a,b 1941 June 20

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 410

(a) Capped stand with 4 Diamond distributor gates. (b) Cont'd near Riverside 700-L-b-139a,b 1941 June 20

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 411

Common type of orchard distributor stand. Orchard valve set low in stand and flow to furrows controlled by furrow gates. Near Orange 700-L-b-140 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 412

Structure for admitting water from one pipe line into a lateral line. Show orchard valve. Near Orange, California 700-L-b-141 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 413

Part of Concrete pipe yard. Peerless Concrete Pipe Company. Santa Ana (b) curing concrete pipe in jackets. Peerless concrete Pipe Company, Santa Ana 700-L-b-142a,b 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 414

Capped stand made by Peerless Concrete Pipe Company. Near Orange 700-L-b-142c 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 415

Pipe exhibits at National Cement Pipe Company Yard. Santa Ana 700-L-b-143a,b,c 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 416

Construction of 24" pipe line, Animal Husbandry area, Univ. farm, Davis 700-L-b-144a,b 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

a. Digging trench about 42" wide, 4' deep. b. Front view of trenching machine. Man in foreground is leveling ground for trencher.

Box 60, Folder 417

Construction of 24" pipe line, Animal Husbandry area, Univ. farm, Davis, California. c. View along trench. Note where banks have caved in. d. Final trimming of trench to grade is done by hand. Trench in foreground has not been trimmed 700-L-b-144c,d 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 418

Construction of 24" pipe line, Animal Husbandry area, University Farm, Davis 700-L-b-144e,f 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

e. Final trench marked off to receive pipe properly spaced along trench. f. Lowering 3-foot lengths of 24-inch pipe into trench.

Box 60, Folder 419

Construction of 24" pipe line, Animal Husbandry area, Univ. farm, Davis 700-L-b-144g,h 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

g. Laying pipe. Details of pipe laying shown in following views of series. h. Earth is scooped out under tongue end of last length of pipe laid.

Box 60, Folder 420

Construction of 24" pipe line, Animal Husbandry area, University Farm, Davis 700-L-b-144i,j 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

i. Tongue end is then washed with wet brush. j. Mortar is rubbed on tongue end of pipe and a trowel full placed under bottom edge.

Box 60, Folder 421

Construction of 24" pipe line, Animal Husbandry area, Univ. farm, Davis 700-L-b-144k,l 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

k. Mortar is then placed in bell end of standing pipe. l. Pipe is laid on side and bucked tightly into position.

Box 60, Folder 422

Construction of 24" pipe line, Animal Husbandry area, Univ. farm 700-L-b-144m,n 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 423

Construction of 24" pipe line, Animal Husbandry area, University Farm, Davis 700-L-b-144o,p 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

o. Mortar band is then placed around joint by bander who sits straddle the pipe about 2 lengths back of layer. p. Band is trowelled smooth with steel trowel.

Box 60, Folder 424

Construction of 24" pipe line, Animal Husbandry area, University Farm, Davis 700-L-b-144q,r 1942 March 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

q. Trench is immediately backfilled with loose moist earth. r. Close-up of backfilling.

Box 60, Folder 425

Laying 16" pipeline for well No. 9 along west end of farm 700-L-b-145 1945 Fall

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 426

30-inch stand pipe. University Farm, Davis 700-L-b-146 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 427

Stand with Orchard valves and 4 furrow gates 700-L-b-147 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 428

Double relief stand with cajon gate between. Univ. farm, Davis 700-L-b-148 (No neg) 1947 April 16

Photographer: Kaiser, W.G.

Box 60, Folder 429

Open 14-inch alfalfa valve. University Farm, Davis 700-L-b-149 1947 April

Photographer: Kaiser, W.G.

Scope and Content

No negative

Box 60, Folder 430

Pump-house and main relief stand. Wolfskill Orchard. University of California Winters 700-L-b-150 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 431

Relief stand and control valves (Cajon) Wolfskill Orchard, Winters 700-L-b-151 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 432

Row of orchard stands. Orange grove in Orange County, California 700-L-b-152 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 433

Stand pipe with 4 Cajon control valves. University Farm, Davis 700-L-b-153 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 434

Young orchard being irrigated near Glendora, California. Two gates in orchard stand open and two are closed 700-L-b-154 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 435

Walnut Grove Fred B. Brocca Ranch, El Rio, California 700-L-b-155 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 436

Strip check irrigation of oranges 700-L-b-156 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 437

Fred B. Brocca Ranch, El Rio, California 700-L-b-157 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 438

Closing 14-inch alfalfa valve. University Farm, Davis 700-L-b-158 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 439

Capped pump stand with metal relief pipe. Two way controls. Stems of slide gates through stripping boxes. University Farm, Davis 700-L-b-159 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 440

Irrigating walnut grove. Fred B. Brocca Ranch, El Rio., Calif 700-L-b-160 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 441

Gated distribution box used in connection with concrete pipe in irrigation walnut grove. Fred B. Brocca Ranch, El Rio, Calif 700-L-b-161 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 442

Orchard stand distributing water to four furrow. Oranges in Ventura County, California 700-L-b-162 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 443

New vineyard. DeGeorgio farms, Arvin, California 700-L-b-163 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 444

Ridge system of carrot irrigation. El Rio, California 700-L-b-164 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 445

A general view of a 12" concrete pipe riser which is to be used in the construction of a distributing stand. The pipe has been shaped to saddle over the supply line. Job near Wheeler Ridge in Kern County. Pipe manufactured by Stroud- Seabrook, Inc., Bakersfield 700-L-b-165 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 446

Lowering the distributing riser over the hole in the supply line. Job near Wheeler Ridge in Kern County 700-L-b-166 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 447

Using a level to make certain that the distributing riser is plumb and level. Job near Wheeler Ridge in Kern County 700-L-b-167 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 448

Wetting the area at the junction of the pipe line and the riser, preparatory to placing mortar. Job near Wheeler Ridge, Kern County 700-L-b-168 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 449

Placing the mortar at the junction of the distributing pipe and supply line. Job near Wheeler Ridge, Kern County 700-L-b-169 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 450

Smoothing off the mortar with a brush. Job near wheeler Ridge, Kern County 700-L-b-170 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 451

Preparing the mortar. Job near Wheeler Ridge, Kern County 700-L-b-171 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 452

General view showing the laying of concrete pipe line. Job near Wheeler Ridge, Kern County 700-L-b-172 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 453

Same as 700-L-b-172, except taken from the opposite direction 700-L-b-173 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 454

Filling the groove end of the pipe with Portland cement mortar. Note workman's hands are protected by rubber gloves. Job near Wheeler Ridge, Kern County 700-L-b-174 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 455

Wetting joint between sections of pipe, preparatory to banding with mortar. Job near Wheeler Ridge, Kern County 700-L-b-175 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 456

Placing the band. Job near Wheeler Ridge, Kern County 700-L-b-176 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 457

Placing a waterproofing membrane over the band to protect it against damage when refilling the trench. Job near Wheeler Ridge 700-L-b-177 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 458

Placing an alfalfa stand in the distributing stand. Job near Wheeler Ridge, Kern County 700-L-b-178 1947 April

Photographer: Kaiser, W.G.

Box 60, Folder 459

Laying and backfilling irrigation concrete pipe line, Solano Tract. Davis Campus 700-L-b-179 1948 September

Photographer: Marr & Scott

Box 60, Folder 460

Bottom joint of stand pipe in place ready to be leveled up, cemented on bottom and joined with pipe line. Irrigation Pipe Line, Solano Tract, Davis Campus 700-L-b-180 1948 September

Photographer: Marr & Scott

Scope and Content

Slide no. 1485-D

Box 60, Folder 461

When the bottom joint of a concrete pipe line stand pipe is still green the openings for pipe lines are heavily scored so they can easily be knocked out. This picture shows a hole in the side of a stand pipe being completed. Solano Tract, Davis Campus 700-L-b-181 1948 September

Photographer: Marr & Scott

Scope and Content

Slide no. 1486-D

Box 60, Folder 462

The bottom section of a pipe line stand being lowered into place. Note holes for entrance of pipe lines. Irrigation Pipe Line, Solano Tract, Davis Campus 700-L-b-182 1948 September

Photographer: Marr & Scott

Scope and Content

Slide no. 1487-D

Box 60, Folder 463

Concrete pipe line with risers and alfalfa valves mounted in place and trench ready to be backfilled. Irrigation Pipe Line, Solano Tract, Davis Campus 700-L-b-183 1948 September

Photographer: Marr & Scott

Box 60, Folder 464

Preparing ends of concrete pipe with water and cement plaster preparatory to joining them. Pipe line on Solano Tract, Davis Campus 700-L-b-184 1948 September

Photographer: Marr & Scott

Scope and Content

Slide no. 1488-D

Box 60, Folder 465

Joining two joints of concrete pipe line. Concrete Pipe line, Solano Tract, Davis Campus 700-L-b-185 1948 September

Photographer: Marr & Scott

Scope and Content

Slide no. 1489-D

Box 60, Folder 466

Operations of smoothing inside of joint; placing band of cement plaster on outside of joint; and placing paper protector around a completed bonded joint while laying concrete pipe line. Solano Tract, Davis Campus 700-L-b-186 1948 September

Photographer: Marr & Scott

Scope and Content

Slide no. 1490-D

Box 60, Folder 467

Irrigation pipe line trench showing pipe laying gang in action at far end. Solano Tract, Davis Campus 700-L-b-187a,b,c 1948 February

Photographer: Marr, J. C.

Box 60, Folder 468

Lower section of stand showing how connection with pipe line is made. Irrigation concrete pipe line, Davis Campus 700-L-b-188 1948 February

Photographer: Marr, J. C.

Box 60, Folder 469

Trenching machine in operation. This trencher excavates 20' of trench per minute. The contract price for the Solano Tract for excavating the trenches was 7 cents per foot. Excavating trench for 16 inch irrigation pipe line, Davis Campus 700-L-b-189a,b 1948 September

Photographer: Marr, J. C.

Box 60, Folder 470

Trenching machine in operation. Excavating trench for 16 inch irrigation pipe line, Davis Campus 700-L-b-190a,b 1948 February

Photographer: Marr, J. C.

Box 60, Folder 471

Stand pipe for concrete pipe line distribution system University Farm 700-L-b-191 1950 September

Photographer: Marr, J. C.

Box 60, Folder 472

Trenching for irrigation concrete pipe line, Armstrong Tract, University Farm, Davis 700-L-b-192 1948

Photographer: Marr, J. C.

Box 60, Folder 473

Trenching for irrigation concrete pipe line, Armstrong Tract, University Farm, Davis 700-L-b-193 1948

Photographer: Marr, J. C.

Box 60, Folder 474

8" Concrete pipe made and laid on University Farm 700-L-b-194 1912 Summer

Box 60, Folder 475

Handmade concrete pipe 700-L-b-195 undated

Box 60, Folder 476

Handmade concrete pipe 700-L-b-195 undated

Box 60, Folder 477

Handmade concrete pipe 700-L-b-196 undated

Box 60, Folder 478

Handmade concrete pipe 700-L-b-197 undated

Box 60, Folder 479

Handmade concrete pipe 700-L-b-197 undated

Box 60, Folder 480

Handmade concrete pipe 700-L-b-198 undated

Box 60, Folder 481

Cast Iron Pipe for Berry Irrigation, Montebello, California 700-L-c-16 1916 January 11

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Water is supplied to berry fields, gardens, and nurseries in this section through this pipe from underground mains. The quantities used are determined by meter readings. The valve shown in the picture is for regulating the flow in the lateral pipes. Water is distributed from the pipe into the irrigation furrows through holes 1/8 to 5/16 of an inch in diameter, fitted with small wooden plugs. One of these plugs is shown in the picture about 1 foot to the right of the valve. This section was the only one in which cast iron pipe was found as a distributary, during the investigation of the irrigation of small fruits.

Box 60, Folder 482

Peach Orchard, Fresno County, California 700-L-c-17 1916 June

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Scope and Content

Showing Galvanized Iron Pipe.

Box 60, Folder 483

Galvanized Iron Surface Pipe in Young Prune Orchard. Yuba City, California 700-L-c-18 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 484

Galvanzied Iron Pipe, Sandy Soil, Fresno, California 700-L-c-19 1916 June

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 485

Irrigating Peach Orchard in Checks with Galvanized Iron Slip Joint Pipe. Yuba City , California 700-L-c-20 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 486

Galvanzied Iron Surface Pipe Showing Joint. Note Burlap. Santa Clara Valley, California 700-L-c-21 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 487

Galvanized Iron Pipe, Fresno County, California. Sandy Soil. Note Spout Opening 700-L-c-22 1916 June

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 488

Galvanized Iron Slip Joint Pipe, Merced County, California 700-L-c-23 1916 July

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 489

Pipe Through Canal Bank, Willows, California 700-L-c-24 1916

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 490

Irrigation Pipe Line Across Bear River above Auburn 700-L-c-25 1918 June 14

Photographer: Adams, Frank, 1875-1967

Scope and Content

This illustrates the effort that has been made and the cost incurred to get irrigation water to areas in the Sierra foothills. The land irrigated by this pipe line is north of Bear River, the source of water supply being one of the main ditches of the Pacific Gas and Electric Company.

Box 60, Folder 491

Delivering water from Leroy Anderson pumping plant to a neighboring farm through galvanized iron pipe line 700-L-c-26 1920 March

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 492

Galvanized iron pipe 1400 feet long with two right angle turns on Mrs. Smith's orchard at Yuba City. The pipe is held in place by a stake and chain at the turn 700-L-c-27 1916

Box 60, Folder 493

Distributing water in galvanized iron surface pipe, Selma, Calif 700-L-c-28 1916 May

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 494

Galvanized slip joint surface pipe, Merced, Calif 700-L-c-29 1916 July

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 495

View of blow-off basin at lower end of pipe line from Upper Franklin Reservoir, Los Angeles water supply system, Los Angeles, Calif 700-L-c-30 1914 December

Photographer: J.T.K.

Box 60, Folder 496

Wrapped and treated steel pipe used by Terra Bella Irrigation Dist 700-L-c-31 1918

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 497

Installation of riveted steel pipe in the Terra Bella Irrigation District 700-L-c-32 (2 neg) 1929 March 14

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 498

Slip joint steel pipe line. Discharge pipe line on Hydraulic operated pumping plant of Montague Water Conservation District 700-L-c-33 1928 July 21

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 499

Galvanized iron surface pipe in Santa Clara Valley, young prune trees with tomatoes interplanted 700-L-c-34 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 500

Pipe intake for orchard from flume. Covina, Calif 700-L-d-1 1919 March

Photographer: F.W.S.

Box 60, Folder 501

Relief stand made of 12 in. vit. clay pipe for hillside orchard lateral lines, Highlands, Calif 700-L-d-2 1919 April

Photographer: F.W.S.

Box 60, Folder 502

Diversion overflow stand. Two way diversion, 16 in. stand with 1/2 16 in. spillway inside. King City, Calif 700-L-d-3 1919 April

Photographer: F.W.S.

Box 60, Folder 503

Overflow relief stand-pipe and orchard diversion stand for steep grades. Olive, Calif 700-L-d-4 1919 April

Photographer: F.W.S.

Box 60, Folder 504

Concrete hydrant, Arlington Fruit Company's Ranch, Riverside, Calif 700-L-d-5 undated

Box 60, Folder 505

Cement concrete pans connected with cement pipes, Riverside, Calif 700-L-d-6 1903 December

Photographer: Fortier, Samuel

Box 60, Folder 506

Cement pipe distribution of water, Riverside, Calif 700-L-d-7 1903 December

Photographer: Fortier, Samuel

Box 60, Folder 507

Concrete hydrant box and distributing flumes, Riverside, Calif 700-L-d-8 1903 December

Photographer: Fortier, Samuel

Box 60, Folder 508

Relief stand and diversion box with air vent. San Dimas, Calif 700-L-d-9 1919 May

Photographer: F.W.S.

Box 60, Folder 509

Overflow relief stand pipe. San Fernando, Calif 700-L-d-10 1919 June

Photographer: F.W.S.

Box 60, Folder 510

Overflow relief stand. 6 in. overflow inside of 12 in stand as shown. Control gate in short stand at side. Santa Paula, Calif 700-L-d-11 1919 April

Photographer: F.W.S.

Box 60, Folder 511

Relief stand and control gate at side in short stand pipe. Overflow type with 6 in. overflow in 12 in. pipe. Santa Paula, Calif 700-L-d-12 1919 April

Photographer: F.W.S.

Box 60, Folder 512

Relief stand at connection of pump to reinforced concrete pipe. Stand of 12 in. steel pipe 85 ft. high, held up by steel windmill tower. Saugus, Calif 700-L-d-13 1919 June

Photographer: F.W.S.

Box 60, Folder 513

Relief stand from pump to concrete pipe. Whittier, Calif 700-L-d-14 1919 March

Photographer: F.W.S.

Box 60, Folder 514

Field gate on large monolithic pipe line. Turlock Irrigation District. This is a double structure having similar gate on opposite side 700-L-d-15 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 515

Closed type of hydrant back of Ontario 700-L-d-16 1918 May 19

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 516

Close view of closed type hydrant showing water emerging through galvanized iron gates on the side 700-L-d-17 1918 May 19

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 517

Field gate on 36 inch pipe. 24 inch valve. 5 inch walls 700-L-d-18 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 518

Field gate and check gate on 36 inch continuous concrete pipe line, Turlock 700-L-d-19 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 519

Field gate and air vent on 36 inch continuous pipe line. Turlock 700-L-d-20 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 520

Field gates on 36 inch continuous concrete pipe. Farm of Mr. Baldwin 1 1/2 miles S.W. of Hughson 700-L-d-21 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 521

Box for admitting drainage water into pipe line. Continuous 36 inch concrete pipe. Farm of Mr. Jas. F. Fritts, Hughson 700-L-d-22 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 522

Field gate on 30 inch Monolithic concrete pipe line. Turlock 700-L-d-23 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 523

Field gate on 30 inch continuous pipe, 3 miles south of Hughson 700-L-d-24 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 524

Double opening field gate on 24 inch continuous pipe line. 14 inch valve. Turlock 700-L-d-25 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 525

Valve and four way turnout structure on 30" pipe line. Ranch in Modesto Irrigation District Structures were built by Irrigation District on contract for $12 each, exclusive of valve 700-L-d-26 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 526

Construction of field gate on monolithic pipe line. Turlock Irrigation District 700-L-d-27 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 527

Field gate on monolithic pipe line, 14-inch valve. Turlock Irrigation District 700-L-d-28 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 528

Concrete pipe system, walnut orchard, Santa Clara Valley 700-L-d-29 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 529

Concrete pipe system, walnut orchard, Santa Clara Valley 700-L-d-30 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 60, Folder 530

Overflow pipe system in used on the Mills Orchard at Maxwell 700-L-d-31 1916

Box 60, Folder 531

Stand pipe concrete pipe line. Santa Clara Valley 700-L-d-32 1934 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 532

Standpipe on concrete pipe line. Ruscigno Ranch, Santa Clara Valley. This design permits opening to be used as man-hole when riser is removed 700-L-d-33 1934 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 533

Row of irrigation stand pipes supplying furrow irrigation along Magnolia Drive, near Arlington 700-L-d-34 1932

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 534

Sealed stand pipe with concrete divisors in Orange orchard near East Highlands, Calif 700-L-d-35 1932

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 535

Closed irrigation stand pipe, southern California 700-L-d-36 1932

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 536

Automatic Standpipe in the Foothill Grove of the Arlington Heights Fruit Company, Back of Riverside, California 700-L-d-37 1914

Photographer: Adams, Frank, 1875-1967

Scope and Content

The flow of water into the standpipe is regulated by an iron gate, of which the stem is seen to extend above the top of the standpipe. The crest leading from the main standpipe into a smaller water pipe holds the head above the outlets approximately stable.

Box 60, Folder 537

Settling basin and screens. Connection of orchard pipe with open ditch carrying sand and trash., Orange, Calif 700-L-d-38 1919 March

Photographer: F.W.S.

Box 60, Folder 538

Irrigating citrus with galvanized iron distributors, near Santa Ana 700-L-d-39 1932 May

Photographer: Adams, Frank, 1875-1967

Box 60, Folder 539

Overflow distributing hydrants built by the Soil Conservation Service, Placerville. 4" sheet metal gate allows water to pass straight through when structure is not in use. See picture, 700-L-d-41 for detail 700-L-d-40 1938 September 23

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 540

Detail of overflow distributing hydrant. Large pipe, 16", part overflow pipe, 8" and downstream vent is 6". Vent releases entrapped air and prevents downstream hydrant from spouting. See Soil Conservation drawing, LP 701 700-L-d-41 1938 September 23

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 541

King City overflow. 12" pipe stand, has 6" pipe riser inside Galvanized gate installed in low stand 24" pipe. Constructed by Soil Conservation Service, Placerville. See Soil Conservation Service drawing LP 3 700-L-d-42 1938 September 23

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 542

Brown distributor concrete line installed by Soil Conservation Service, Placerville. Each distributor consists of 2" x 10' light weight galvanized tubing with 4 distributing gates connected to 1 1/2" tee valve. Two flexible ells on each arm permit distributing arm to be placed in any position. See picture 700-L-d-44 for detail 700-L-d-43 1938 September 23

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 543

Detail of Brown distributor installed on pipe line built by Soil Conservation Service, Placerville. See picture 700-L-d-43 700-L-d-44 1938 September 23

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 544

Distributing water in furrows from oval distributing hydrants. Orange grove, Ventura county. Gould Denison, owner 700-L-d-45 1939 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 545

Capped distributing hydrant concrete pipe line near Riverside 700-L-d-46 1939 June

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 546

Distributor pipe connected to angle valve with short piece of hose. Near Orange, California 700-L-d-47a 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 547

Short length of distributor pipe attached to concrete stand with two outlets. Near Orange, California 700-L-d-47c 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 548

King furrow valve with street ells for slip on metal distributor pipes. King Wheel Co. Orange, California. (b) ing furrow valve, showing how it is installed on concrete pipe riser. Made by King Wheel Company 700-L-d-48a 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 549

(c) King Furrow Valve with distributor pipes. Made by King Wheel Company, Orange, Califonria. (d-e) King valve with slip-on sheet metal distributing pipes for furrow irrigation. Valve made by King Wheel Company. Orange California 700-L-d-48c 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 550

King Constant Head Valve. Made by King Wheel Company, Orange, Calif 700-L-d-49 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 551

King valve with distributor pipes. Side hill installation, near Orange 700-L-d-50a 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 552

Cut-away stand showing how gates are installed in open stands. National Cement Pipe Company, Santa Ana 700-L-d-51 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 553

Down setting of orchard valve for flooding. Demonstration of structures, National Cement Pipe Company, Santa Ana (b) Brown distributor for furrow irrigation. Made by Howard Brown, Whittier. Demonstration, National Cement Pipe Company, Santa Ana 700-L-d-52a 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 554

Sample of furrow distributor valve made by Snow Mfg. Co. Demonstration unit, National Cement Pipe Company, Santa Ana (d) Miniature irrigation system to demonstrate various pipe structures and equipment. National Cement Pipe Co., Santa Ana 700-L-d-52c 1941 June 24

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 60, Folder 555

Repairs to concrete control box at Well No. 9 700-L-d-53 1947 April 03

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 60, Folder 556

Reinforced plate for cover of control box - Well No. 9 700-L-d-54 1947 April 03

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 60, Folder 557

Distributing head for alfalfa valve. Farm south of Davis, Calif 700-L-d-55 1950 August

Photographer: Marr, J. C.

Box 60, Folder 558

Pressure loss study on an 8" concrete riser and alfalfa valve. Hyd. Lab 700-L-d-56 1949 April 03

Photographer: Scott, Verne H.

Box 60, Folder 559

Pressure loss study on an 8" concrete riser and alfalfa valve. Hyd. Lab 700-L-d-57 1949 April 03

Photographer: Scott, Verne H.

Box 60, Folder 560

Davis, University Farm, California Apparatus for testing concrete pipe showing broken pipe in foreground and pump and gage attached 700-L-f-1 1920 May

Photographer: Veihmeyer, Frank J., 1886-1977

Box 60, Folder 561

Davis, University Farm. Apparatus for testing concrete pipe showing core in foreground 700-L-f-2 1920 May

Photographer: Veihmeyer, Frank J., 1886-1977

Scope and Content

See views 700 Lf 1+3

Box 60, Folder 562

Davis, University Farm, California Apparatus for testing concrete pipe showing the breaking of a pipe and the gage registering the pressure at which the pipe was ruptured 700-L-f-3 1920 May

Photographer: Veihmeyer, Frank J., 1886-1977

Scope and Content

This shows the usual manner in which the pipe breaks in a longitudinal crack. The absence of see page is to be noted. See views 700-L-f-1+2

Box 60, Folder 563

Experimental concrete pipe line for testing expansion and contraction University Farm, Davis, Calif 700-L-f-4 1928

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 60, Folder 564

Experimental concrete pipe line for testing expansion and contraction, University Farm, Davis, Calif 700-L-f-5 1928

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 60, Folder 565

Concrete pipe for testing expansion and contraction, University Farm, Davis, Calif 700-L-f-6 1928

Photographer: Matson, Howard

Box 61, Folder 1

Concrete Rating Flume, Settlers Canal, Settlers Irrigation District, Idaho 700-M-a-1 1916 December 25

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 2

Measuring Flume Installed by U.S. Irrigation Investigations on field of D. B. Guile, near Woodland, Cal., in April, 1914 700-M-a-2 1914 August 23

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This flume was installed for the purpose of providing a satisfactory cross section for making current meter measurements of the amount of water applied to the Guile field. This was in connection with the duty of water for alfalfa in Sacramento Valley. Measurements were made on this field in both 1913 and 1914 but the flume was in use only in 1914, the experience of the previous year having shown the undesirability of the earthen ditch for making current meter measurements.

Box 61, Folder 3

Rating Flume, Upper Canal, River Garden Farms Co. near Knights Landing, California Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-a-2-a 1917 May 2

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 4

Rating flume Stanford Tract, Rice Duty of Water Investigations, Sacramento Valley, 1917 700-M-a-3 1917 August 9

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 5

Rating Flume, Stanford Tract near Chico, California. Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-a-4 1917 April 25

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 6

Rating Flume, Baker Field, Rice Duty of Water Investigations Sacramento Valley, California, 1917 700-M-a-5 1917 August 8

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

In 1916 this was used as a weir box but owing to the amount of water carried in the ditch in 1917, it was impossible to place a weir in this position.

Box 61, Folder 7

Venturi Flume Moulton Tract, Rice Duty of Water Investigations, Sacramento Valley, California 700-M-a-6 1917 August 9

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 8

Improved Venturi flume, width 1 foot. University Farm, Davis 700-M-a-7 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 9

Ten foot Parshall measuring flume - Alta Irrigation District Picture furnished by Mr. E. Sibley, Alta Irrigation District 700-M-a-8 1929 December

Scope and Content

No negative

Box 61, Folder 10

Ten foot Parshall measuring flume at head of Reedley main ditch. This structure cost $545.14. Alta Irrigation District 700-M-a-9 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 734

Box 61, Folder 11

Ten foot Parshall measuring flume at head of Reedley main ditch. Alta Irrigation District. Picture furnished by E. Sibley, Alta Irrigation District 700-M-a-10 1930 March

Scope and Content

No negative

Box 61, Folder 12

Four foot Parshall measuring flume. Alta Irrigation District Picture funished by E. Sibley of Alta Irrigation District 700-M-a-11 1929 December

Box 61, Folder 13

Four foot Parshall measuring flume, Alta Irrigation District 700-M-a-12 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 735

Box 61, Folder 14

Two foot Parshall measuring flume set in concrete lined canal. Alta Irrigation District. Picture furnished by E. Sibley of Alta Irrigation District 700-M-a-13 (No neg) 1929 December

Box 61, Folder 15

Improved Venturi Flume. W--1'0". Out-of-doors hydraulic laboratory at University Farm, Davis 700-M-a-14 1929 June

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 16

Drawing of Parhsall Measuring Flume 700-M-a-15 1932

Photographer: Huberty, Martin R. (Martin Richard), 1894-

Box 61, Folder 17

Rating flume used to measure water with current meter on alfalfa plots. Imperial Valley 700-M-a-16 1914

Photographer: F.W.

Box 61, Folder 18

Rating flume, Whitlock Ranch, Imperial Valley, alfalfa investigation, 1915 700-M-a-17 1917

Photographer: Veihmeyer, Frank J., 1886-1977

Box 61, Folder 19

6'inch Parshall measuring flume in drainage ditch for measuring run-off. Riverside, Calif 700-M-a-18 1928

Photographer: Taylor, C.A., U.S.D.A.

Box 61, Folder 20

6-in. Parshall measuring flume in drainage ditch for measuring run- off. Riverside, Calif. 1928 700-M-a-19 undated

Photographer: Taylor, C.A., U.S.D.A.

Box 61, Folder 21

3-in. galvanized iron Parhsall measuring flume (standard flume except that diverging section is eliminated for free-flow installation) Coldwater Canyon near San Bernardino, Calif. 1932 700-M-a-20 undated

Photographer: Taylor, C.A., U.S.D.A.

Box 61, Folder 22

3-in. galvanized iron Parshall measuring flume (abbreviated Pomona type) Mud-flat branch of Coldwater Canyon near San Bernardino, Calif 700-M-a-21 undated

Photographer: Taylor, C.A., U.S.D.A.

Box 61, Folder 23

30-foot Parshall measuring flume on the Colorado Canal showing a discharge of 800 second-feet 700-M-a-22 undated

Photographer: Parshall

Box 61, Folder 24

6-in. Parhsall measuring flume on lateral from farmers' Ditch at Boulder, Colorado. Flume equipped with indicating tape showing shares through structure 700-M-a-23 undated

Photographer: Parshall

Box 61, Folder 25

1-foot reinforced concrete Parshall measuring flume, farm lateral leading from Kern Lake lateral, Lake Canal. Discharge 400 sec. feet 700-M-a-24 undated

Photographer: Parshall

Box 61, Folder 26

6-inch sheet metal Parshall measuring flume installed at Rocky Ford, Col 700-M-a-25 undated

Photographer: Parshall

Box 61, Folder 27

San Dimas flume for measuring runoff. San Dimas Forest and Range Experiment Station 700-M-a-26 1939 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 28

Weir on Rice Experimental Tract, Biggs, Cal 700-M-b-49 1915 May 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is used to measure the water on the plat devoted to cooperative rice irrigation experimentation at the Bureau of Plant Industry Rice Station. This shows Mr. R. D. Robertson, Ralph and Mr. E. L. Adams, measuring the water.

Box 61, Folder 29

Weir and Register, Experimental Tract, Willows, Cal 700-M-b-50 1915 June 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

A Leitz water register was installed to record the flow over this weir in supplying the water to the Experimental Tract of the Sacramento Valley Irrigation Co., on which alfalfa duty of water experiments were conducted by this office in 1915. This shows a part of the Sacramento Valley investigation of the economic duty of water for alfalfa.

Box 61, Folder 30

Rectangular Weir and Water Register, Sacramento Valley Irrigation Experimental Tract, Willows, Cal 700-M-b-51 1915 August 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The head water delivered over this weir was about 3-1/2 second feet. The water was taken directly from the Barceloux lateral in the back.

Box 61, Folder 31

Weir, Experimental Alfalfa Tract, Willows, Cal 700-M-b-52 1916 May 11

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows the installation of the 3-foot rectangular weir in the headgate of the field lateral, before any water had been turned in, and before the water register was installed. The diagonal brace back of the weir was rarely over it, in order not to cause an eddy effect. Water was measured over this weir to the Sacramento Valley Irrigation Experimental Tract, during the alfalfa duty of water investigations.

Box 61, Folder 32

Measuring Water on the Orland Project, California 700-M-b-53 undated

Photographer: J.T.K.

Box 61, Folder 33

Measuring Water on the Orland Project, in the 1914 Field Experiments, California 700-M-b-54 undated

Photographer: J.T.K.

Box 61, Folder 34

Two-foot Standard Contracted Rectangular Weir and Automatic Water Register, used for Measuring Water on Adams Field, Biggs, California 700-M-b-55 undated

Box 61, Folder 35

Rectangular Weir and Water Register, Sacramento Valley Irrigation Experimental Tract, Willows, Cal 700-M-b-56 1915 July 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 36

Baker Weir, Biggs, California 700-M-b-57 1916 July

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 37

Weir and Register on Scheeline Tract, Willows, California 700-M-b-58 1916

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 38

Weir and Water Register on Schell and Woodruff Field, Marysville, California 700-M-b-59 1916

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 39

Weir and Water Register on Garland Rice Field Willows, California 700-M-b-60 1916 September

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 40

Weir and Register, Willows, California. Edwards Tract 700-M-b-61 1916

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 41

Weir on Quatman Tract, Willows, California 700-M-b-62 1916

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 42

Concrete Drop and Weir, Orland, California 700-M-b-63 1916 October

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 43

Weir and Water Register on McDermitt Rice Field, Maxwell, California 700-M-b-64 1916 September

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 44

Weir and register, Spalding Ranch, Willows, Cal 700-M-b-65 1916

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 45

Weir and Register, Willows, California 700-M-b-66 1916

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 46

Main Header Box, Field Laboratory Measuring Device, Davis, California 700-M-b-67 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 47

Weir and register, Adams field, Biggs. Four foot crest 700-M-b-68 undated

Box 61, Folder 48

V Notch Measuring water to Pasture and Sudan grass, C. Schwartz Field. Pleasant Valley, Nevada County, 1917 700-M-b-69 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

Since this picture was taken the pool above the weir has been enlarged in order to reduce the velocity of approach.

Box 61, Folder 49

V Notch and Water Register, Duty of Water Investigations, Yuba- Nevada Co. 1917 700-M-b-70 1917 August

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 50

V Notch and Water Register used in Duty of Water Investigations, Garfield Robson Farm Penn Valley, Nevada County, 1917 700-M-b-71 1917 August

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 51

Cipolletti Weir and Register, Casey Farm, Yuba-Nevada Counties Duty of Water Investigations. August, 1917 700-M-b-72 1917 August

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 52

Rectangular Weir and Water Register 700-M-b-73 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

Measuring Water to the Walker-Campbell Rice Field, east of Biggs. July, 1917. Cal.

Box 61, Folder 53

Weir for Measuring Water Delivered to Dodge Rice Field, near Nelson, California. Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-b-74 1917 April 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 54

Weir and Gurley Water Register, Harlan Field Near Madison, California. Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-b-75 1917 May 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 55

Weir Cadanassa Field near Madison, California. Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-b-76 1916 May 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 56

Measuring Water to Peach Orchard, C. Schwartz Farm, Pleasant Valley, Nevada County, 1917 700-M-b-77 1917 August

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 57

Notch and Water Register Measuring Water to O'Brion Pasture, Smartsville, Yuba County, 1917 700-M-b-78 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

On the left is shown the usual type of measuring box under the Excelsior Water and Mining Company system. This was replaced by our field engineer with the suppressed weir shown near the center directly above the V notch and register box. 1917.

Box 61, Folder 58

Lower Waste Weir, Robson Field near Smartsville, California. Duty of Water Investigations, Yuba-Nevada Counties Season, 1917 700-M-b-79 1917 May 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 59

Supply Weir, Johnson Tract, near Smartsville, California. Duty of Water Investigations, Yuba-Nevada Counties Season, 1917 700-M-b-80 1917 May 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

On the left is shown the discharge box through which water is measured by the Excelsior Water and Mining Company.

Box 61, Folder 60

Typical Weir Box used by Excelsior Water and Mining Company in Yuba-Nevada Counties, California. Duty of Water Investigations, Yuba-Nevada Counties Season, 1917 700-M-b-81 1917 May 18

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 61

Weird, Krinkle and Ellis Field near Esparto, Cal. Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-b-82 1917 May 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 62

Measuring Water Over Flash Boards to the Spaulding Rice Field near Norman, California 700-M-b-83 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

This picture shows Irving Martin, left, and W. A. Johnstone, center, of the State Water Commission, and C. L. Kaupke, right, field engineer, Rice Duty of Water Investigations, West Side, Sacramento Valley. July, 1917.

Box 61, Folder 63

Suppressed Weir and Water Register Box Adams No. 2 Field, Rice Duty of Water Investigations in Sacramento Valley. 1917 700-M-b-85 1917 August 8

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 64

Rectangular weir and Water Register, Dodge Tract, Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-b-86 1917 August 10

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 65

Weir and water register on Garland rice field, Willows 700-M-b-87 1916

Box 61, Folder 66

Weir and Water Register, Crouch Field near Chico, California. Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-b-88 1917 April 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 67

Weir and Water Register Box, Walker and Campbell Field near Nelson, California. Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-b-89 1917 April 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

It was found necessary to abandon this weir owing to the high velocity of the water as it emerged from the main canal. A weir was subsequently installed in the ditch farther down.

Box 61, Folder 68

Suppressed Weir for Measuring Supplemental Supply for Evans Tract, Rice Duty of Water Investigations in Sacramento Valley, 1917 700-M-b-90 1917 August 8

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 69

Distributing hydrant, weir and flume on the San Diego coastal plain back of Carlsbad 700-M-b-91 1917 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

Water is supplied by the South Coastal Land and Water Company from wells in the San Luis Rey bottom lands southeast of Oceanside.

Box 61, Folder 70

Show Measuring Device on the grounds of the Edison Land and Water Company 700-M-b-92 1917 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

In general this is the type of box made of concrete used throughout the Edison system.

Box 61, Folder 71

Measuring weir in Imperial Valley, Duty of water Studies, 1917, mucking the weir box 700-M-b-96 1917

Photographer: Veihmeyer, Frank J., 1886-1977

Box 61, Folder 72

Main weir head gates. Whittier Water Co, San Gabriel River at El Monte 700-M-b-100 1919 March

Photographer: F.W.S.

Box 61, Folder 73

Cippoletti weir and register, Smith ranch. Duty of water measurements Imperial Valley, Calif 700-M-b-101 1914

Photographer: Tait, C.E.

Box 61, Folder 74

Pipe weir. Whittier, Calif 700-M-b-102 1919 March

Photographer: F.W.S.

Box 61, Folder 75

Forms for making weir box used by the Gage Canal Co., Riverside, Calif 700-M-b-103 undated

Box 61, Folder 76

Weir box with adjustable gage. Yorba Linda, Calif 700-M-b-104 1919 April

Photographer: F.W.S.

Box 61, Folder 77

Water measurement at Greebs pumping plant with portable steel weir, near Pomona, Calif. Plant for alfalfa irrigation. Stand pipe 700-M-b-105 undated

Photographer: Tait, C.E.

Box 61, Folder 78

Weir in Temporary Dam across American River at head of Placerville Ditch by which water is measured to lower users 700-M-b-106 1919 August

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 79

A rectangular weir and concrete measuring box 700-M-b-107 undated

Box 61, Folder 80

A typical concrete outlet gate and concrete V notch measuring weir on Camino Ridge above Placerville 700-M-b-108 1925 June

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 81

4-ft. rectangular weir used for measuring inflow to Medford Island 700-M-b-109 1924 June

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 82

4-ft. rectangular weir used for measuring inflow to Medf. Is 700-M-b-110 1924 June

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 83

Experimental weir in header box. Field Irrigation measuring device laboratory, Davis 700-M-b-111 1927 November

Photographer: Adams, Frank, 1875-1967

Physical Description: 2 negatives

Box 61, Folder 84

Header box, field experimental measuring device laboratory, Davis, showing rectangular weir and V notch 700-M-b-112 1927 November

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 85

Measurement of water. V notch weir and water register. Irrigation tract, 1912 700-M-b-113 1912

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 61, Folder 86

Measurement of water on plots at Whittier, July 15, 1929. Loss of water studies 700-M-b-114 1921 July 15

Photographer: Veihmeyer, Frank J., 1886-1977

Box 61, Folder 87

Irrigation of apricots. Portable steel weir for measuring. Mt. View 700-M-b-115 1922

Photographer: Veihmeyer, Frank J., 1886-1977

Box 61, Folder 88

Water register and V notch weir on Taylor Farm - Sacramento Duty of Water Investigations 700-M-b-116 1925 June

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 89

V-notch weir and water register - Taylor orchard near Loomis 700-M-b-117 undated

Box 61, Folder 90

Concrete Cipollette weir on central canal. Fresno Irrigation District. Note submergence, Weir partially submerged 700-M-b-118 1929 May 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 91

Twenty foot rectangular weir below automatic headgate to laterals. West Stanislaus Irrigation District 700-M-b-119 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 92

Automatic gate at head of laterals. Stilling basin and 20' rectangular weir standard equipment. Weirs equipped with automatic recorders installed in concrete house. West Stanislaus Irrigation District 700-M-b-120 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 93

Measuring water over 4.04' suppressed weir or calibration on station. Tests made on 24" Calco gate on corrugated culvert pipe. Mr. H. M. Tucker measuring and Mr. Hanson, Calco Engineer, standing. Fresno Irrigation District 700-M-b-121 1929 May 23

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 94

Weir constructed on bridge near pumping plant, Sutter Mutual Water Company, Robbins, California. Weir constructed to test pumps 700-M-b-122 1930 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 95

Same as 700-M-b-122. This view shows water nearing crest 700-M-b-123 1930 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 96

Same as 700-M-b-122 and 700-M-b-123. This view shows water flowing over crest 700-M-b-124 1930 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 97

Measuring water in field ditch over 2 foot portable rectangular weir. Portable hook gage used for measuring head near Davis 700-M-b-125 1937 June 25

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 98

Measuring water over 2-foot rectangular weir, W. O. Robie place, west of Davis. 3 views 700-M-b-126 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 99

Measuring water over 2-foot rectangular weir, Boyd Place, West of Winters 700-M-b-127 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 100

Measuring water over 2-foot rectangular weir, Mrs. McCune place, near Winters. 2 views 700-M-b-128 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 101

Measuring water over 2 foot rectangular weir at Robert Collier place, Dixon 700-M-b-129 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 102

Measuring water over 2 foot rectangular weir 700-M-b-130 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 103

Measuring water over 2-foot rectangular weir. Straloch Farm, west of Davis 700-M-b-131 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 104

Measuring water over 2 foot rectangular weir at Donnenwirth Place. Davis 700-M-b-132 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 105

Measuring water over 2-foot rectangular weir at G. K. Swingle place, Davis. 2 views 700-M-b-133 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 106

Measuring water from pumping plant over 2 foot rectangular weir. G. K. Swingle ranch, Davis 700-M-b-134 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 107

Measuring water over 2 foot rectangular weir, at Pierce ranch. Davis 700-M-b-135 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 108

Measuring water over 2-foot rectangular weir at Dixwell Pierce ranch, Davis 700-M-b-136 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 109

Measuring water over 2-foot rectangular weir at Boyce ranch. Winters 700-M-b-137 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 110

Measuring water over 2-foot rectangular weir, Putah Creek investigation 700-M-b-138 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 111

Rectangular weir, width 12 inches, in concrete weir box. Outdoor Hydraulic Laboratory, Davis, Calif 700-M-b-139 1932 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 112

Suppressed weir (Type B) used to measure rate of flow, showing location of hook gage and lath baffle downstream from weir. Stanford University, Hydraulic Laboratory 700-M-b-140 1932 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 113

Upstream face of type J weir used in making tests of Clausen- Pierce weir gage, Stanford Uiversity Hydraulic Laboratory 700-M-b-141 1932 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 114

Model of V-notch weir, scale approximately 1 to 4. Used in Picnic Day exhibit, April 16, 1932 700-M-b-142 1932 April 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 115

Model of Cipolletti weir, scale approximately 1 to 4. Used in Picnic Day exhibit, April 16, 1932 700-M-b-143 1932 April 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 116

Model of rectangular contracted weir, scale approximately 1 to 4. Used in Picnic Day exhibit, April 16, 1932 700-M-b-144 1932 April 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 117

Weir measurement at Boyer Gardens, Coachella Valley (Picture taken before baffles placed to decrease turbulence.) Use of water studies in Coachella Valley 700-M-b-145 1932 April 12

Photographer: Pillsbury, A. F.

Scope and Content

Negative sent to A.F.Pellsburg U.C.S.A. 2/26/36 for filing there.

Box 61, Folder 118

Measuring flow of pumping plants by means of portable metal weir. Santa Clara Valley Pumping investigation by C.V. Givan 700-M-b-146 1934 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 119

Measuring flow of pumping plants by means of portable metal weir. Santa Clara Pumping investigations by C.V. Givan 700-M-b-147 1934 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 120

Measuring flow of pumping plants by means of portable metal weir. Santa Clara Pumping investigation by C.V. Givan 700-M-b-148 1934 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 121

Cleaning silt. Mucking 700-M-b-149 1917

Photographer: Veihmeyer, Frank J., 1886-1977

Box 61, Folder 122

12" Cipoletti weir. Used for measuring flow for testing friction loss in concrete pipe line. Pipe line constructed by Soil Conservation Service. Placerville, Calif 700-M-b-150 1937 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 123

Parshall weir. (Furnished by R. L. Parshall for Div. I. I. & P. Exhibit San Francisco International Exposition, 1939) 700-M-b-151 undated

Box 61, Folder 124

Measurement of water from pumps in Santa Clara Valley, C. V. Givan's project 700-M-b-152 1934 May

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 125

Portable steel 18" Cippoletti weir 700-M-b-153 undated

Scope and Content

Portable steel 18" Cippoletti weir measuring discharge from pumping plant of Thos. J. Green near Pomma Calif. View shows a short level, hand ax and straight edge. All that is needed to set weir. Weir can be set in 5 min with water running.

Box 61, Folder 126

Current meter rating station built by the Calif. Development Co. at Calexico, Calif. Now the Imperial Irrig. District 700-M-b-154 undated

Box 61, Folder 127

Untitled 700-M-b-155 undated

Box 61, Folder 128

Diversion weir, Butte Creek, for the Stanford unit Durham State L.S. Durham, Calif 700-M-b-156 undated

Box 61, Folder 129

Dethridge melts - Davis field laboratory 700-M-b-157 undated

Box 61, Folder 130

Untitled 700-M-b-158 undated

Box 61, Folder 131

Equipment used in rating lateral of South Brentwood Project 700-M-b-159 1922 September

Box 61, Folder 132

All - Calif. Engineer 700-M-b-160 1924

Photographer: Hoff, E.J.

Box 61, Folder 133

Division Box, Big Rock Creek Irrigation District, Cal 700-M-c-14 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is on the east main ditch.

Box 61, Folder 134

Division Box on Main Canal, Cascade Irrigation District, Washington 700-M-c-15 1916 November 18

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 135

Delivery Box with "V" Notched Weir, Cascade Irrigation District, in Kittitas Valley, Washington 700-M-c-16 1916 November 18

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Water is taken from the main canal through vitrified pipe with a concrete bulkhead and caste iron gate on the ditch side of the bank, and delivered into this pipe on the opposite side. A baffle is provided midway in the box as shown in the picture. The water wells up from the pipe in the bottom of the box at the back and flows over this weir into an open ditch. A gauge is provided for reading the height of water over the notch. This type of delivery box is in very general use in this District.

Box 61, Folder 136

Division Box, Hood River Irrigation District, Oregon 700-M-c-17 1916 November 10

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This box is used for a proportional division of waters flowing in the main flume. This also represents the upper end of a syphon which carries the water across a pronounced swale.

Box 61, Folder 137

Discharge Sand and Measuring Box for well No. 3, Boston Land Company near Huron 700-M-c-18 1918 May 06

Photographer: Adams, Frank, 1875-1967

Scope and Content

Device shown is the reliance meter.

Box 61, Folder 138

Wier box for equal division. Arcadia, Calif 700-M-c-20 1919 March

Photographer: F.W.S.

Box 61, Folder 139

Box for dividing equal amounts of water and overflow. Azusa, Calif 700-M-c-21 1919 March

Photographer: F.W.S.

Box 61, Folder 140

Lateral diversion from concrete ditch. Note overflow and waste pipe returning to ditch below check gate. Covina, Calif 700-M-c-22 1919 May

Photographer: F.W.S.

Box 61, Folder 141

Three way diversion box. This type placed on each orchard and delivers required amount to three irrigators. Not supposed to measure accurately but divides fairly. Covina, Calif 700-M-c-23 1919 March

Photographer: F.W.S.

Box 61, Folder 142

Diversion box for dividing irrigation water. Highlands, Calif 700-M-c-24 1919 April

Photographer: F.W.S.

Box 61, Folder 143

Diversion box attached to underground pipe feeding water to orchard flume. Gate set by zanjero and top locked to prevent tampering. Highlands, Calif 700-M-c-25 1919 March

Photographer: F.W.S.

Box 61, Folder 144

Wier box showing locked top leading to gate in main. Pomona, Calif 700-M-c-26 1919 March

Photographer: F.W.S.

Scope and Content

Also overflow pipe against baffle wall. Water flows under baffle wall over weir. Slatted box at far end is settling basin and gates for orchard laterals.

Box 61, Folder 145

Diversion box distributing water from main to two laterals. Pomona, Calif 700-M-c-27 1919 April

Photographer: F.W.S.

Scope and Content

Orchard laterals shown above ground. Main gate underground on level with main. Note laterals at same elevation so equal amounts of water can be distributed. Also note ventpipes of 1/2 in. pipe for air vents

Box 61, Folder 146

Diversion box utilizing pipe thruout. Pomona, Calif 700-M-c-28 1919 April

Photographer: F.W.S.

Box 61, Folder 147

Equal diversion box made of one 36 and two halves of 16 in. pipes. Note slotted one inch boards for gates, San Dimas, Calif 700-M-c-29 1919 April

Photographer: F.W.S.

Box 61, Folder 148

Pipe weir and diversion box. San Dimas, Calif 700-M-c-30 1919 April

Photographer: F.W.S.

Box 61, Folder 149

Wier box showing baffle wall and top of hydrant. Water leads to box thru iron pressure main. San Dimas, Calif 700-M-c-31 (No neg) 1919 June

Photographer: F.W.S.

Box 61, Folder 150

Pipe wier with control valve on outside. Connection of steel pressure line to concrete pipe lateral. San Fernando, Calif 700-M-c-32 1919 June

Photographer: F.W.S.

Box 61, Folder 151

Diversion from main. Main covered concrete ditch arched over. Lateral box on lower level covered. Lift gate controls amount of water delivered to M. I. box in lateral box. Wheel controls check in main ditch 700-M-c-33 1919 March

Photographer: F.W.S.

Box 61, Folder 152

Main distributing box with overflow crest. North Whittier Heights, Calif 700-M-c-34 1919 July

Photographer: F.W.S.

Box 61, Folder 153

Main diversion box, Covina Water Co., Covina, Calif 700-M-c-35 1919 March

Photographer: F.W.S.

Box 61, Folder 154

Standard delivery box S.A.V.I. Co. Santa Ana, Calif 700-M-c-38 1919 March

Photographer: F.W.S.

Box 61, Folder 155

Concrete measuring box, Southern California 700-M-c-39 undated

Box 61, Folder 156

Concrete Stand Pipe and Measuring Box, Salinas Land Company Near Kings City 700-M-c-40 1919 July

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 157

Measuring Box and Stand Pipe, Contour Irrigation, Arlington Heights, Riverside County 700-M-c-41 1920 May

Photographer: Adams, Frank, 1875-1967

Scope and Content

A portion of Mockingbird Canyon Reservoir of Gage Canal Company on extreme left.

Box 61, Folder 158

(No neg.) Sheet metal division and measuring box somewhat similar to Azusa miners-inch box 700-M-c-42 1922 July

Photographer: Veihmeyer, Frank J., 1886-1977

Box 61, Folder 159

Untitled 700-M-c-43 1903 August

Photographer: Fortier, Samuel

Box 61, Folder 160

Concrete miners inch box. Main box on main pipe line. Fullerton, Calif 700-M-d-1 1919 July

Photographer: F.W.S.

Box 61, Folder 161

Miners inch box with screened lateral box. Placentia, Calif 700-M-d-2 1919 April

Photographer: F.W.S.

Box 61, Folder 162

Santa Ana Valley Irrigation Co. M. I. device. Santa Ana, Calif 700-M-d-3 1919 May

Photographer: F.W.S.

Box 61, Folder 163

Measuring Box, Santa Ana Valley Irrigation Co., California 700-M-d-4 undated

Photographer: Tait, C.E.

Box 61, Folder 164

Concrete Miners' Inch Box on Camino Ridge, El Dorado County 700-M-d-5 1919 August

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 165

Adjustable measuring plate in turnout from Santa Ana Valley Irrigation Co. main canal. Santa Ana, Calif 700-M-d-7 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 166

Miner's inch plate on delivery from lined canal. Anaheim Union Water Co. Near Yorba Linda, Calif 700-M-d-8 1981 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 167

Asuza measuring box - outdoor irrigation measuring device laboratory, Davis 700-M-d-9 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 168

Measuring Box, Anaheim Union Water Co., California 700-M-d-10 undated

Photographer: Tait, C.E.

Box 61, Folder 169

Three-way Azusa Hydrant, Covina, Calif 700-M-d-11 1919 February

Photographer: F.W.S.

Box 61, Folder 170

Riverside Water Company measuring box - outdoor irrigation laboratory - University Farm, Davis 700-M-d-12 undated

Box 61, Folder 171

Snow miner's inch plate and hook gage installed in Outdoor Hydraulic Laboratory, Davis 700-M-d-13 1931 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 172

Miner's inch box on Anaheim Union Water Company Canal, Anaheim, California. Pictures show check gate across main canal, by pass, and spill crest to hold water level constant above two miner's inch plates delivering water to farmers concrete pipe lines 700-M-d-14 1934

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 173

Anaheim miner's inch box - Southern California 700-M-d-15 1932

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 174

Submerged orifice on intake into Medford Island, June, 1924 700-M-e-1 1924 June

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 175

Adjustable submergence orifice - outdoor irrigation measuring device laboratory, Davis 700-M-e-2 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 176

Yolo submerged orifice gate - outdoor irrigation measuring device laboratory, Davis 700-M-e-3 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 177

Delivery Gate and Measuring Device Used on Yolo Water and Power Company, California 700-M-e-4 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Scope and Content

Rice irrigation measurement by submerged orifice.

Box 61, Folder 178

Checking flow through submerged orifice with rectangular weir - outdoor irrigation laboratory, Davis 700-M-e-5 undated

Photographer: Wadsworth, H. A. (Harold Anderson), 1893-1969

Box 61, Folder 179

Concrete flume and submerged orifice. Outdoor hydraulic laboratory, Davis, California 700-M-e-6 1929 December 5

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 180

Adjustable submerged orifice installation on turnout. Fresno Irrig. Dist 700-M-e-7 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 181

Delivery and measuring gate, Rice fields, Yolo Water and Power Company, California 700-M-e-8 1916 September

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 182

Measuring box in duty of water investigations of rice 700-M-e-9 undated

Box 61, Folder 183

Great Western Irrigation Meter installed March 1932 on 4" x 12" rectangular submerged orifice. Outdoor Hydraulic Laboratory, Davis, California 700-M-e-10 1932 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Physical Description: 2 negatives

Box 61, Folder 184

Venturi Meter, Davis, California 700-M-f-20 1915 October 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This was installed on the Irrigation Investigations Plant for the purpose of testing out the meter.

Box 61, Folder 185

Taking Current-Meter Measurement, Davis, California 700-M-f-21 1915 October 28

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 186

Water Register, Scheeline Rice Field, Willows, California 700-M-f-22 1916 September

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 187

Register on Edwards tract, Willows 700-M-f-23 1916

Box 61, Folder 188

Water Register on McDermitt Weir, Maxwell, Cal 700-M-f-24 1916 September

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Scope and Content

Used in measuring water for rice irrigation.

Box 61, Folder 189

Measuring waste from Dodge Rice Field, Rice Duty of Water Investigations, Sacramento Valley, 1917 700-M-f-25 1917 August 10

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 190

Screen and Watson water register, Gage Canal, Arlington, Calif 700-M-f-30 1919 May

Photographer: F.W.S.

Box 61, Folder 191

Dethridge meter at Wheelock ranch. Duty of water measurements, Imperial V 700-M-f-31 1915

Photographer: Tait, C.E.

Box 61, Folder 192

Rating Station on Canal, Imperial Valley, California 700-M-f-32 (No neg) 1917 January 6

Photographer: Tait, C.E.

Box 61, Folder 193

Reliance meters main line, Santa Paula, Calif 700-M-f-33 1919 April

Photographer: F.W.S.

Box 61, Folder 194

Neptune water meter for orchard. Whittier, Calif 700-M-f-34 1919 April

Photographer: F.W.S.

Box 61, Folder 195

Reliance meter. Whittier, Calif 700-M-f-35 1919 May

Photographer: F.W.S.

Box 61, Folder 196

Battery of Reliance meters measuring water from Mutual Water Company pumping plant, near Dodge Land Co. headquarters, Butte Co 700-M-f-38 1921 August

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 197

Reliance meter in pipe line, - outdoor measuring device laboratory, Davis 700-M-f-39 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 198

Dethridge Meter - outdoor measuring device lab. - Davis 700-M-f-40 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 199

Water Register, Mallon and Blevins Rice Canal and Water Lift 700-M-f-41 1918 November

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 200

Measuring the Irrigation "Head" with a Current Meter on Hofhenke alfalfa farm, Los Molinos, California 700-M-f-42 (no neg) undated

Box 61, Folder 201

Covers for measuring wells being removed from the forms Fresno I.D 700-M-f-43 1929 July 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 202

Calibrating station. Fresno Irrig. Dist. Mr. H. M. Tucker measuring elevation of water in pond below gate to determine total loss of head through gate and pipe 700-M-f-45 1929 May 23

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 736

Box 61, Folder 203

Installing two adjustable flow meters at calibration station. Fresno Irrig. Dist. Opening is to be varied to obtain sufficient difference in head to make accurate measurment with large variation in discharge 700-M-f-46 1929 May 14

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 733

Box 61, Folder 204

Flow meter cast in section of concrete pipe. Fresno Irrig. Dist 700-M-f-47 1929 May 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 741

Box 61, Folder 205

Mr. Tucker installing brass plate on 14" flow meter. Plate contains No. of meter, diameters of pipe and throat, R. and K. Fresno Irrig. Dist 700-M-f-48 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 206

Installation of Calco gates. 24" and 12" connected to corrugated culvert pipe at calibration station. Picture shows stilling wheel for measuring loss of head through gate. Tests were made to determine relationship between corrugated culvert pipe and concrete pipe. Manometer tube not used for measuring head, but just for indicating difference in levels 700-M-f-49 1929 May 23

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Fresno Irrig. Dist.

Box 61, Folder 207

Calibration station Fresno Irrig. Dist. before turning in water. Shows 24" and 12" Calco 101 gates on left with corrugated pipes. Texas and Snow gates in center, and adjustable flow meters at right. Fresno Irrigation District 700-M-f-50 1929 May 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 737

Box 61, Folder 208

Mr. A. J. Gerner measuring water through a 12 inch flow meter measuring device 700-M-f-51 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 209

Manometer tube used by Consolidated Irrigation Dist. to determine "head" on Venturi meters during tests at Fresno Calibration Station 700-M-f-52 1929 May 7

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 210

Metal cones built to enlarge outlet end of Venturi meters to determine difference in head cast with large outlet end. Very little head saved with cone 700-M-f-53 1929 May 5

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 211

Casting Venturi meters in metal forms at Consolidated Irrig. Dist. yard 700-M-f-54 1929 May 5

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 212

Metal forms for casting Venturi meters. From left to right. Inside form for 24" entrance, outside for 20" entrance. Inside for 24" exit, and inside for 16" exit and entrance respectively. Consolidated Irrig. Dist 700-M-f-55 1929 May 25

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 213

Metal forms for Venturi meters. From left to right, standing. Outside and inside form for 24" exit section, outside 20" entrance, inside 24" entrance, and inside forms for 16" meter on top. Also pressure rings. Consolidated Irrig. Dist 700-M-f-56 1929 May 25

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 214

20" Venturi meter. Precast sections showing metal form for throat section which is poured in place. Pipe has 4-3/8" holes at quarter points for pressure take out. Picture taken in yard. Consolidated Irrig. Dist 700-M-f-57 1929 May 25

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 215

Water register and weir on McDermitt rice field, Maxwell, Calif 700-M-f-58 undated

Box 61, Folder 216

View into entrance section of Venturi meters. Tarn, Consolidated Irrig. Dist 700-M-f-59 1929 July 10

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 217

Headgate and Venturi meter measuring device on C and K Canal below Cole Slough at Tarn. Structure equipped with three rectangular Venturi meters, with capacity of about 200 c.f.s. each. Mr. I. H. Teilman Engineer, Consolidated Irrig. Dist 700-M-f-61 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 739

Box 61, Folder 218

Downstream view of Venturi meter and control gate on C and K Canal below Cole Slough at Tarn, Three radial gate control downstream. Gage boxes on top. Consolidated Irrig. Dist 700-M-f-62 1929 May 15

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 740

Box 61, Folder 219

Made by the Physics Department of the University of Hawaii to produce a cheap water register. Total cost $32.50 including $15 700-M-f-63 (No neg) undated

Photographer: Physics Dept. Univ. Hawaii

Box 61, Folder 220

Made by the Physics Dept., Univ. of Hawaii, to produce a cheap water register. Total cost $32.50 including $15.00 labor 700-M-f-63a (No neg) undated

Photographer: Physics Dept. Univ. Hawaii

Box 61, Folder 221

Irrigation Venturi Meter mfg. by Builders Iron Foundry, Providence, R. I. Installed in outdoor hydraulic laboratory, University Farm, Davis, California 700-M-f-64 1929 June

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 222

Sheet metal Venturi meter installed in hydraulic laboratory Overall length 3'1"; entrance section 1'0"; throat section 7"; exit section 1'6". Diameters, ends 12", throat 7" inside 700-M-f-65 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 730

Box 61, Folder 223

12" Venturi meter before backfilling. Outdoor hydraulic laboratory, Davis, California 700-M-f-66 1929 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 731

Box 61, Folder 224

Calibrated 12" Calco #101 slide headgate and 12" Venturi meter. Outdoor hydraulic laboratory, Davis, California 700-M-f-67 1929 December 5

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 225

Differential indicating gage and gage box on Venturi meters at Tarn. Consolidated Irrig. Dist. A very accurate and inexpensive indicating gage designed by I. H. Teilman 700-M-f-68 1929 July 10

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 226

Gage box with manometer tube gage on Venturi meter. Scale is adjustable to read difference in head directly. Consolidated Irrig. Dist 700-M-f-69 1929 May 13

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 227

Precast 30 inch Venturi tubes, Consolidated Irrig. Dist 700-M-f-70 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 228

Precast Venturi tubes, Consolidated Irrigation District Meta forms at left for 24" meter 700-M-f-71 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 742

Box 61, Folder 229

Forms for flow meter measuring device. Fresno Irrig. Dist. 8", 10", 12", 12", 16" and 16" respectively 700-M-f-72 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 230

Construction of 42-inch Venturi meters at head of Lone Tree Canal Consolidated Irrigation District. Picture furnished by I.H.Teilman 700-M-f-73 1930 March

Scope and Content

No negative

Box 61, Folder 231

Indicating differential gage on Venturi meter at Tarn divide. Consolitated Irrigation District. Furnished by I. H. Teilman, Consolidated Irrigation District 700-M-f-74 1930 March

Scope and Content

No negative

Box 61, Folder 232

Orifice plate for thin plate Orifice measuring device. Outdoor Hydraulic Laboratory, Davis, California. Outside diameter 12 1/2-inches, inside diameter 7-inches 700-M-f-75 1930 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 233

Two 30 inch Venturi meters being installed at head of lateral. Consolidated Irrig. Dist 700-M-f-76 1929 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 234

C.V.Givan measuring flow of water in Putah Creek about 3 miles above mouth of canyon with Hoff current meter. Discharge 2.87. Ground water studies of Putah Creek Cone 700-M-f-77 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 235

Discharge coefficient curves for 12-inch x 7-inch Venturi meter installed in Outdoor Hydraulic Laboratory, University Farm, Davis, from Engineering News-Record, January 29, 1931 700-M-f-78 1930

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 743

Box 61, Folder 236

Drawing of Venturi Meter. Consolidated Irrigation District 700-M-f-79 1932 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 738

Box 61, Folder 237

12-inch Sparling meter, light pattern type, purchased February, 1932, for installation in Outdoor Hydraulic Laboratory, Davis, Calif 700-M-f-80 1932

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 238

(3 neg.) 8-inch Sparling Meter 700-M-f-81 1932 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Installed in Outdoor Hydraulic Laboratory Davis, California. Purchased on Requisition 32984 - F1308, February 23, 1932, $96.00

Box 61, Folder 239

Stevens water level recorder, type E 700-M-f-82 1932 August 15

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 240

Stevens water level recorder, type L 700-M-f-83 1933 August 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 241

Lietz water level recorder 700-M-f-84 1932 August 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 242

Stevens type L water level recorder 700-M-f-85 1932 October 21

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 243

(a) Lietz water level recorder (b) Stevens type L water level recorder (c) Stevens type E water level recorder 700-M-f-86 undated

Scope and Content

Fig. 34

Box 61, Folder 244

Battery of reliance meters, Butte Mutual Water Company, Western Canal Company near Dodgeland, Butte County 700-M-f-87 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 245

8" portable valve meter 700-M-f-88 1938 August 20

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 246

Portable valve meter for measuring irrigation water. Used on 8" Snow valve, Field 7. Shows original meter before it was reconstructed with 8" standard pipe 700-M-f-89 1937 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 247

Venturi tube, Tisdale Irrigation Drainage Company pumping plant, Meridian, California. Robert Noah, Manager. 30" Venturi tube, "Consolidated Irrigation District" with Calco gate, and 24" tube without gate designed to measure flows from approximately 5 to 35 c.f.s 700-M-f-90 1938 October 14

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 248

Installation of Superior Irrigation Meter, Outdoor Hydraulic Laboratory. This installation was made during fall of 1939. 30" concrete weir beyond meter is the outlet for the water from meter and also provides place for testing 8" valve meter described in Agric. Eng. 19(10):428,'38 700-M-f-91 1940 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 249

Superior meter installation in Outdoor Water Measurement Laboratory, Davis, California 700-M-f-92 1942

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 250

Automatic regulator valve developed in Ventura County by Mr. Moffat of the Limoneira Co 700-M-f-93-a 1946 June

Photographer: Hendrickson, A. H. (Arthur Howard), 1890-

Box 61, Folder 251

Automatic regulator valve developed in Ventura County by Mr. Moffat of the Limoneira Co 700-M-f-92-c 1946 June

Photographer: Hendrickson, A. H. (Arthur Howard), 1890-

Box 61, Folder 252

Turning about 8 cu. ft/sec onto alfalfa check. Turlock Irrig. Dist 700-M-f-93 1914

Box 61, Folder 253

Pro Tata Box, are diversion into Hoff Meter, farmer's Ditch, near Lincoln, Calif 700-M-f-94 1909 July

Photographer: Torpen, A.M.

Box 61, Folder 254

Rating flume in Imperial Water Co. No 5 main used by C.D. Co. to measure amount of water delivered 700-M-f-95 undated

Box 61, Folder 255

Meter 700-M-f-96 1924

Photographer: Hoff, G.J.

Box 61, Folder 256

Portable brass hook gage made from 18" - 5/16" brass rod, 6" - No.30 brass drill rod, 3" - 5/8" square brass rod, ad2 2 brass thumb screw. Total cost of material, 40 cents. Labor approximately 2 hours 700-M-f 1929

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See: Card 775-24

Box 61, Folder 257

Hoff current meter 700-M-g-1 1932 August 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 258

Hoff current meter showing electric light indicator 700-M-g-2-1 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Physical Description: 2 negatives

Box 61, Folder 259

Price current meter 700-M-g-2-2 1932 August 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 260

Small Price current meter without tail 700-M-g-3 1932 August 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 261

(a) Hoff current meter (b) Price current meter 700-M-g-4 1932 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 262

Typical current meter notes illustrating manner of recording the measurement of a small stream 700-M-g-5 1934 July

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 263

Current Meters 700-M-G undated

Scope and Content

775-10 - New small electric current meter with buoyant turbine. Made by E J.Hoff 775-11 - Current meter designed by E.J.Hoff, 1918 775-13 - Current meter built by Kern County Land and Water CO. Bakersfield

Box 61, Folder 264

Hook gage used by Fresno Irrigation District to measure "head" on calibrated gate and on flow meters 700-M-z 1929 July 8

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

See card 775-25 - Fresno Irrig. Dist. hook gage. 775-24 - Portable brass hook gage made by Christiansen, Jerald Emmet 1929. 775-45 - Hoff hook gage, 1932. 775-36 - Clausen-Pierce Weir gage. 775-37 - Ditto. 775-46 - Gurley hook gage. 775-47 - Hoff hook gage - Gurley hook gage. 775-51 Hook gages for accurately determining water levels Univ. of Calif. Gurley, Hoff. 775-52 - Gurley Hoog Gage for accurate determining. 775-53 - Hook gage for accurately determining water levels Gurley. 775-54 - Hook Gage--Combination point and hook gage designed and made by Dept. of Mechanical Engineering, Univ. of Calif. Berkeley, Calif. 775-55 - Hook Gage designed and made by E. J. Hoff, Berkeley. 775-61 - Mr. Cornwell's and J. E. Christiansen's laboratory, Agricultural Engineering Eldg., Davis, for study transverse Pitot tube studies. 1939.

Box 61, Folder 265

Measuring depth of water in hole below Stevensen's Bridge, Putah Creek 700-M-z-1 1931 July

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 266

View of water measuring laboratory showing header box and Detheridge meter 700-M-z-2 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 267

Collins Flow Gage 700-M-z-3 1932 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 268

Float gage installed on 2-foot rectangular weir in Outdoor Hydraulic Laboratory, University Farm, Davis 700-M-z-4 1931 December

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 269

Collins flow gage 700-M-z-5 1932 August 15

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 270

Collins flow gage being used to measure flow of farmer's pump. Santa Clara Valley - investigation (C.V. Givan) 700-M-z-6 1934 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 271

Detail of measuring tank, measuring box, Montana Experiment Station run-off plots. Bozeman 700-M-z-7 1932 May

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 272

Measuring box for run-off from Montana Experiment Station erosion plots near Bozeman, Montana. H. E. Murdock standing by 700-M-z-8 1932 May

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 273

Experimental setup for determining characteristics of transverse pitot tubes. A. E. Pump laboratory. Test by J. E. Christiansen and O.C. French 700-M-z-9 1936 October 09

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 274

Agr. Engr. Characteristics of Transverse tubes. By J.E.Christiansen and O.C.French 1936 November

Photographer: Christiansen, Jerald Emmet (Western)

Scope and Content

700-M-z-10, F-1191, Fig. 1. 700-M-z-11, F-1192, Fig. 2. 700-M-z-12, F-1193, Fig. 3. 700-M-z-13, F-1194, Fig. 4. 700-M-z-14, F-1195, Fig. 5. 700-M-z-15, F-1196, Fig. 6.

Box 61, Folder 275

Color gun used for injecting fluorescein solution into concrete pipe for friction loss test. Oct. 1937 700-M-z-16 1937 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 276

Irrigation practice class. Studying water measuring devices 700-M-z-16 (No neg) 1922

Photographer: Weston, E. W.

Scope and Content

Mr. Weston may have negative

Box 61, Folder 277

Upper gaging station, Sorham Canal 700-M-z-17 1922 September 24

Box 61, Folder 278

U.C. Davis 700-M-z-18 undated

Box 61, Folder 279

Check box for irrigating alfalfa Frank. Designed by Joshua Cowell of Mantees, Calif 700-N-a-1 1903 August

Photographer: Fortier, Samuel

Box 61, Folder 280

A type of wooden levee gate 700-N-a-2 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 281

Portuguese gate with apron. Modesto Irrigation District. Width 5'0", depth 2'0" 700-N-a-3 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 282

Portuguese gate. Width 8'0", depth 1'0". Modesto Irrigation District 700-N-a-4 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 638

Box 61, Folder 283

Portuguese gate in very sandy soil. Gate sill several inches below level of land; no erosion around gate. Turlock Irrigation District 700-N-a-5 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 284

Small Redwood gate in field ditch. Width of box 2'6", depth 2'0". Single wing wall. Merced Irrigation District 700-N-a-6 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 285

Portuguese gate. Width of gate 4'0". Sandy loam soil. Practically no erosion back of gate. Turlock Irrigation District 700-N-a-7 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 286

Field gate for large heads 700-N-a-8 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 287

End view of single wall field gate showing failing condition after having been reinforced with posts. University Farm, Davis 700-N-a-9 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 288

Single wall field gate, open, University type, note hole washed back of gate and condition of sill. University Farm, Davis 700-N-a-10 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 289

End view of University type single wall field gate of 1" lumber showing post reinforcing necessary to prevent failure. University Farm, Davis 700-N-a-11 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 290

Portuguese Type, single wall field gate. (lantern slide) 700-N-a-12 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 634

Box 61, Folder 291

University type, single wall field gate made from 1 inch lumber, good condition. University Farm, Davis 700-N-a-13 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 292

Single wall field gate for large heads. (Lantern slide) 700-N-a-14 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 635

Box 61, Folder 293

University type, single wall field gate (lantern slide) 700-N-a-15 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 637

Box 61, Folder 294

Single wall field gate, University type, showing weakness. Made from 1 1/2" lumber. University Farm, Davis 700-N-a-16 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 295

Redwood field gates in Morrow Lumber Company yard, Brawley, Calif 700-N-a-17 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 296

Redwood field gate made and sold by Morrow Lumber Company, Brawley, Calif. Length 3 feet, width, 18" outside, height, 8" inside. Made in lengths of 2 to 5 feet. (2 views) 700-N-a-18 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 297

Gopher type field gate 700-N-a-19 1929 September

Photographer: Weston, E. W.

Scope and Content

Slide no. 719

Box 61, Folder 298

Front view, Portuguese type field gate. Rear view of same structure in negative file 700-N-a-20 1929 September

Photographer: Weston, E. W.

Scope and Content

Slide no. 720-721

Box 61, Folder 299

Levee gate removed, Richvale 700-N-a-21 1916

Box 61, Folder 300

Wooden field gate used on North field of G.O. Griffes, Woodland 700-N-a-22 1914

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 301

Model of gopher type field gate, scale approximately 1 to 4. Used in Picnic Day exhibit, April 16, 1932 700-N-a-23 1932 April 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 302

Model of gopher type field gate, scale approximately 1 to 4. Used in Picnic Day exhibit, April 16, 1932 700-N-a-24 1932 April 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 303

Model of single wall fieldgate, scale approximately 1 to 4. Used in Picnic Day exhibit, April 16, 1932 700-N-a-25 1932 April 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 304

Model of single wing wall field gate with side walls, scale approximately 1 to 4. Used in Picnic Day exhibit, April 16, 1932 700-N-a-26 1932 April 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 305

Model of single wall type field gate, scale approximately 1 to 4. Used in Picnic Day exhibit, April 16, 1932 700-N-a-27 1932 April 27

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 306

Single wall field gate with apron. Opening 2' wide. Used on alfalfa strips on side-hill terraces, University Farm, Davis 700-N-a-28 1942 March 03

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 307

Wooden delivery structure in Imperial Irrigation District secured from M.J. Dowd to be used for Water Measurement Bulletin, secured August 15, '34 700-N-a-28 undated

Photographer: Dowd, M. J.

Box 61, Folder 308

Single wall field gate with apron. Opening 2' wide. Used on alfalfa strips on side-hill terraces, University Farm, Davis. View of closed gate 700-N-a-29 1942 March 3

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 309

Armco irrigation gate model 161 used as field gate on alfalfa strips on side-hill terraces, University Farm, Davis 700-N-a-30 1942 March 3

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 310

Gopher gate used as field gate on alfalfa strips on side-hill terraces, University Farm, Davis. Opening 12" high and 16" wide 700-N-a-31 1942 March 3

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 311

Armco head gate model 150, used as field gate on alfalfa strips on side-hill terraces, University Farm, Davis 700-N-a-32 1942 March 3

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 312

Two views of wooden field gate at alfalfa field S.W. of Woodland. Width of gate opening is about 4 ft.; ht. 2 ft 700-N-a-33 1942 March 16

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 313

Permanent structure that has been obsoleted by erosion, southwest of Woodland. October 2, 1947 700-N-a-34 1947 October 02

Photographer: Johnston, C. N. (Clarence Nettleton), 1898-1981

Box 61, Folder 314

Bulkhead check gate 700-N-a-35 1952 March

Photographer: Marr, J. C.

Box 61, Folder 315

View showing method of pouring concrete slab on turnout gates. Slab 2" thick. Modesto Irrig. Dist 700-N-b-1 1929 July 10

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 316

24" concrete turnout gate. Price complete as shown with one section of pipe $9.60. Modesto Irrig. Dist 700-N-b-2 1929 July 10

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 317

Concrete turnout gate before slide guides are bolted in place. Modesto Irrig. Dist 700-N-b-3 1929 July 10

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 318

Concrete turnout gate with sheet metal slide for use in field ditched. Manufactured by Modesto Irrig. Dist 700-N-b-4 1929 July 10

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 632

Box 61, Folder 319

Roy Wray and concrete border gate on University Farm. Used to turn water into alfalfa checks 700-N-b-5 1929 May 1

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 320

Calco gate No. 105 used as turnout into alfalfa check. A rather expensive installation for this use. 6" concrete headwall on both ends of concrete pipe through ditch bank 700-N-b-6 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 321

Concrete turnout from lined ditch. Width 4'6", depth 2'3". Note double set of flashboards. Turlock Irrigation District 700-N-b-7 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 322

Concrete turnout from lined ditch into alfalfa check. Two inch flashboards. No erosion back of gate. Width 4'0", depth 1'6". Turlock Irri. District 700-N-b-8 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 700-N-b-2

Box 61, Folder 323

Concrete turnout from field ditch into alfalfa check. Width 4'0", depth 1'8". No reinforcing steel. Very poor concrete. Wall formed only on one side. Cost about $8.00 complete. Turlock Irrigation District 700-N-b-9 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 324

Concrete turnout gate into field check. Width 4'0", depth 2'0". Turlock Irrig. District 700-N-b-10 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 325

Concrete turnout gate in earth ditch. Very sandy soil. Gate set too high. Width 6'0", depth 2'6". Turlock Irrigation District 700-N-b-11 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 326

Concrete turnout into alfalfa check. Width 4'0" depth 2'0". Walls 4" thick. Not reinforced. Modesto Irrigation District 700-N-b-12 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 628

Box 61, Folder 327

Concrete structure at turnout from lateral canal into private head ditch. 5" walls, not reinforced. Modesto Irrigation District 700-N-b-13 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 328

Concrete turnout into alfalfa check. Sandy soil. Bank plastered completely over. Side walls formed only on one side. Width 4'6", depth 2'0". Very light sheet metal grooves, metal projecting above gate about 6". Note erosion below structure. Floor of gate placed too high with relation to ground level below it. Turlock Irrig. Dist 700-N-b-14 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 629

Box 61, Folder 329

View from below structure shown in No. Nb14 showing large hole washed out. Structure set too high. Turlock Irrigation District 700-N-b-15 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 330

Concrete turnout into alfalfa check. Note 12" drop back of gate sill. Width of gate 3'6", depth 2'0". Double set of flash boards spaced 6" apart with soil between to prevent leakage. Turlock Irrigation District 700-N-b-16 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 633

Box 61, Folder 331

Concrete turnout gate into alfalfa check. Width 6'0", depth 3'0". Concrete 6" thick. Gates of 1" tongue and groove flooring. No erosion below gate. Sandy loam soil. Turlock Irrigation District 700-N-b-17 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 332

Concrete turnout gate into field check. Very sandy soil but no erosion back of structure. Note double set of flashboard grooves. Turlock Irrigation District 700-N-b-18 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 333

Concrete turnout alfalfa check. View from below gate. Note double set of grooves. Turlock Irrigation District 700-N-b-19 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 334

Concrete field gate on University Farm, Davis, California 700-N-b-20 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 335

Concrete field gate on University Farm, Davis, California 700-N-b-21 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 336

Concrete turnout into alfalfa check from concrete lined private ditch. Turlock Irrig. Dist 700-N-b-22 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 337

Opening left in lining for field gate. Improvement District ditch. Turlock Irrigation District 700-N-b-23 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 338

Construction of side gate in Improvement District ditch. Turlock Irrigation District 700-N-b-24 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 339

Concrete field gate in unlined ditch, constructed by Andrew Certa, Route 1, box 68, Crow's Landing, Calif 700-N-b-25 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Cost of material---$11.00. Labor estimated at $4.00 per man per day---$16.00. Total cost $27.00.

Box 61, Folder 340

Construction of field gate in lined ditch. Improvement District work. Turlock Irrigation District 700-N-b-26 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 341

Concrete field gate in lined ditch. Turlock Irrigation District 700-N-b-27 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 342

Construction of field gate in lined ditch after lining is placed. Improvement District ditch. Turlock Irrigation District 700-N-b-28 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 343

Field gate made of concrete pipe. Manufactured by Imperial Valley Concrete Co., El Centro, Calif., in sizes 6-inches to 24-inches. Prices range from $2.25 to $9.75, subject to discounts for cash and large orders 700-N-b-29 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 344

Field gate made of concrete pipe. Manufactured by Brawley Concrete Co., Brawley, California, in sizes from 6-inches to 24-inches. Prices $1.75 to $7.00. (2 views) 700-N-b-30 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 345

12-inch Vitrified clay sewer pipe used as field gate. Watkins Bros. Ranch south of Davis 700-N-b-31 1931 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 346

Concrete field gate on field of Williams Gould near Woodland, Calif 700-N-b-32 1914 August

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 347

Check gate set in levee, check system of irrigating, Modesto Irrigation District, Calif 700-N-c-1 undated

Box 61, Folder 348

Calco No. 105 gate used as a check gate in field ditch. Thompson Bros., Fresno. Note rip-rap below structure to prevent erosion 700-N-c-2 1929 May 1

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 349

Calco headgates No. 105 at divide in field ditch. Thompson Bros. Fresno. Gates set in 6" concrete headwalls 700-N-c-3 1929 May 6

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 350

Portuguese gate used as stop gate in private ditch. Very satisfactory if properly installed. Merced Irrigation District 700-N-c-4 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 639

Box 61, Folder 351

Concrete check gate in field ditch. Width 6'0", depth 3'6". Very sandy soil but no erosion below gate. Gate sill set about 6" to 9" below grade of ditch. Note whitewash. Turlock Irrigation District 700-N-c-5 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 352

Precast check gate in private ditch. Brookhart Ranch, adjoining West Stanislaus Irrig. Dist. Walls 2" thick, reinforced with 1/4" round bars 700-N-c-6 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 641

Box 61, Folder 353

Portuguese gate with apron used as stop gate in private ditch. Modesto Irrigation District. Width of openings 3'6" 700-N-c-7 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 354

Double wing wall gate, University type. University Farm, Davis 700-N-c-8 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 355

Double wing wall stop gate from lower side showing extent of hole washed out below gate. Shows need for deep cut-off walls University Farm, Davis 700-N-c-9 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 356

University type, double wing wall field gate (lantern slide) 700-N-c-10 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

Slide no. 636

Box 61, Folder 357

Stop gate in Main lateral, University Farm, Davis, Calif. Outlet gates on diagonal is not satisfactory 700-N-c-11 1929 October

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 358

Stop gate and side gate on improvement district ditch. Turlock Irrigation District 700-N-c-12 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 359

Construction of stop gate in Improvement District ditch, Turlock Irrigation District 700-N-c-13 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 360

Portable 18 gage galvanized iron check structure used in field ditches. Agronomy Division, University Farm, Davis, Calif 700-N-c-14 1932 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 361

Portable 18 gage galvanized iron check structure used in field ditches, Agronomy Division, University Farm, Davis, Calif 700-N-c-15 1932 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 362

Double wing wall stop gate and drop in head ditch for alfalfa strips on side-hill terraces, University Farm, Davis 700-N-c-16 1942 March 3

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 363

Canvas check dams being used for irrigating alfalfa near Davis, Calif 700-N-c-17 1950 August

Photographer: Marr, J. C.

Box 61, Folder 364

Galvanized sheet metal furrow tube. Sold by Imperial Valley Concrete Company for 65 cents. Length 3 feet, diameter 3". Made by Snow Mfg. Co 700-N-d-1 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 365

Redwood furrow tubes in Morrow Lumber Company yard, Brawley, Calif 700-N-d-2 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 366

Redwood furrow tubes sold by Morrow Lumber Co., Brawley, Calif. Sizes: top, 1 1/4" round; center, 1 1/8 x 1 1/2" elliptical; bottom, 1 1/4" x 1 2/3", oval. Lengths, usual 2 feet; occasionally demanded up to 3 feet. (2 views) 700-N-d-3 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 367

Concrete furrow tube. Made and sold by Imperial Valley Concrete Co., El Centro, Calif. Length 32", diameter of hole, 2". Sells for 45 cents. Usually installed with gate at downstream end for convenience 700-N-d-4 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 368

Lath tube in head ditch. Fresno County 700-N-d-5 1916 June

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 369

Siphoning tubes from irrigation ditches for irrigating crops such as beets. Made from 2" leader pipe 700-N-d-6 1939 November 21

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 61, Folder 370

Wooden Furrow Dam, Pajaro Valley, Cal 700-N-z-1 1915 August 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This type of dam, with a section cut from the top to permit water to flow over into the next length of furrow, is sometimes used tin Pajaro Valley to take the place of the earth dam. This picture also shows the cracks in the soil which result from failing to cultivate after irrigating. Such a condition is typical of clay loam soils in this vicinity. Lighter soils, of course, do not bake to such a great degree.

Box 61, Folder 371

Metal Dam for Orchard Irrigation, Winton, California 700-N-z-2 1916 July

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 372

Box used at outlet of private drains into the irrigation district's drainage system. Also used as turnouts from canals to flood roadways, etc. Boxes built by irrigation district and sold to farmers 700-N-z-3 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 373

Galvanized iron boxes for protection of ditch banks at cut into alfalfa check. Agronomy Division, University Farm, Davis 700-N-z-4 1932 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 374

Land leveler, Montana Experiment Station Farm, Bozeman 700-N-z-5 1932 May

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 375

End of section of concrete retaining wall showing method of making water tight joint, Snake Ravine, Turlock Canal, Calif 700-O-1 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 376

Excavating for concrete retaining wall in Snake Ravine, Turlock Canal, Calif 700-O-2 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 377

Outlet, Reservoir No. 255, Fairmead, California 700-P-25 1916 March 2

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 378

Constructing New Outlet Gate, Alfred Davis Reservoir, Turlock Irrigation District, California 700-P-26 1915 December 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This outlet gate was constructed to take the place of the preceding gate which went out during the summer of 1914.

Box 61, Folder 379

Outlet, Schmidt Bros. Reservoir, Fairmead, California 700-P-27 1916 March 2

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 380

Outlet, Reservoir of Clayton Chandler, Orland, California 700-P-28 1916 March 7

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This device is constructed entirely of wood.

Box 61, Folder 381

Outlet of Clear Lake, Lake County, Cal 700-P-29 1914 November 28

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows Cache Creek, looking up-stream from the impounding dam of the Yolo Water and Power Co., near Lower Lake, Cal.

Box 61, Folder 382

Outlet to Reservoir of Joseph Malhauser, Orland, California 700-P-30 1916 March 7

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This outlet is constructed of concrete with a corrugated pipe through the bank to deliver the water into a concrete lined canal.

Box 61, Folder 383

One of the Concrete Outlet Towers of the San Fernando Reservoir 700-P-31 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 384

Vitrified pipe outlet of earthen reservoir, Whittier, Calif 700-P-35 undated

Box 61, Folder 385

Outlet to Dallas Lake Reservoir, Modesto Irrigation District, Calif 700-P-36 1912 June

Photographer: F.C.S.

Box 61, Folder 386

Outlet Silver Lake Reservoir 700-P-37 (No neg) undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 387

Outlet Tunnel Meselbeck Reservoir, Happy Valley Irrigation District 700-P-38 1919 October 31

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 388

Downstream view of Outlet structure from Owen Reservoir (Davis Reservoir) Turlock Irrigation District 700-P-39 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 389

Outlet gates from Owen Reservoir (Davis Reservoir) Turlock Irrigation District 700-P-40 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 390

Concrete Bridge Gate Structure on Orland Project, California 700-Q-1 1914

Photographer: J.T.K.

Box 61, Folder 391

Farm wagon bridge across small lateral ditch. Orland Project, U.S. Reclamation Service, Orland, Calif 700-Q-4 1914 November

Photographer: J.T.K.

Box 61, Folder 392

Farm wagon bridge across small lateral ditch, Orland Project U.S. Reclamation Service, Orland, Calif 700-Q-5 1914 November

Photographer: J.T.K.

Box 61, Folder 393

High Railroad bridge over Exchequer Reservoir 700-Q-6 1926 April 30

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 394

Paving entrance structure to syphon under roadway. West Stanislaus Irrigation District 700-Q-7 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 395

Mud sill bridge over large lateral. Imperial Irrigation District. Stringers 18" x 6" x 26" spaced 2 feet apart. Two-inch x twelve-inch flooring 700-Q-8 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 396

Culverts under highway, Nevada Irrigation District 700-Q-9 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 397

Entrance to culverts on Nevada Irrigation District 700-Q-10 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 398

Silt sampling station, bridge in Victor Valley used as a silt sampling station 700-Q-11 1917

Photographer: Veihmeyer, Frank J., 1886-1977

Box 61, Folder 399

Golden Gate Bridge taken from Lincoln Park, San Francisco. No negative 700-Q-12 (No neg) 1935 October 30

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 400

General Electric pitot tube for measuring water in closed conduits (see 775-30) 700-Z 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 61, Folder 401

Tunnel into Bed of Big Rock Creek, Antelope Valley, Cal 700-Z-9 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This tunnel was constructed for a distance of about 1/2 mile into the bed of this creek, by the Big Rock Creek Irrigation District in its early days. The supply or water thus yielded was disappointing. Although the surface flow in the creek was greater than normal at this time (June 30, 1915), nevertheless the tunnel was yielding a very small quantity of water as shown in the picture. This small supply is utilized by the present District in addition to the surface flow of the creek.

Box 61, Folder 402

Dredge Back of Pumping Plant of Sacramento Valley Irrigation Co., Above Hamilton City, Cal 700-Z-10 1915 August 19

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This dredge is used for keeping clear the slough leading from the main channel of the Sacramento River to the pumping plant.

Box 61, Folder 403

Western Canal Showing Drainage Crossing, Nelson Butte County, California 700-Z-11 1916 September

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 404

Western Canal showing Drainage Crossing. Nelson, Butte County, California 700-Z-12 1916 September

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 405

Western Canal showing Drainage Crossing, Nelson Butte County, California 700-Z-13 1916 September

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 406

Newly Constructed Bridge over Lateral, Orland Project, California 700-Z-15 (No neg) 1914

Photographer: J.L.K.

Scope and Content

See 700-Q-5

Box 61, Folder 407

Rairden Fill, Down-Stream Side and Looking Down Canal, Modesto Irrigation District, California 700-Z-16 (No neg) undated

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 408

Outlet, Lower Otay filter, San Diego Co. (See 700-Z-18) 700-Z-17 (No neg) 1929

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 409

Lower Otay filter, San Diego Co. (See preceding view) 700-Z-18 (No neg) 1929

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 410

Main Canal, Sacramento Valley Irrigation Co., East of Willows 710-A-1 1915 June 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 411

Main Canal, Sacramento Valley Irrigation, Co., Willows, Cal 710-A-2 1915 June 3

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

A continuation of the old Central Irrigation District Canal.

Box 61, Folder 412

Main Canal, Sacramento Valley Irrigation Co., Willows, Cal 710-A-3 1915 June 3

Photographer: Adams, Frank, 1875-1967

Scope and Content

This is a continuation of the old Central Irrigation District Canal

Box 61, Folder 413

Ceres Main Canal, Turlock Irrigation District, Cal 710-A-4 1915 July 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 414

Main Canal, Sacramento Valley Irrigation Co., Northeast of Willows, Cal 710-A-5 1915 June 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The grade of this canal is so slight that when the water is backed up by the check-drop shown in Picture No. the velocity is almost unnoticed.

Box 61, Folder 415

Main Supply Canal, Brown's Valley Irrigation District, Yuba County, Cal 710-A-6 1915 June 7

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows the flume located just above the penstock at the lower power house.

Box 61, Folder 416

Main Canal, Brown's Valley Irrigation District, Yuba Co., Cal 710-A-7 1915 June 7

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is looking down the canal as it leaves the lower power house of the Pacific Gas and Electric Co.

Box 61, Folder 417

Lateral Ditch, Big Rock Creek Irrigation District, Cal 710-A-8 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This particular lateral supplies the truck gardens which are operated by the Llano del Rio Colony.

Box 61, Folder 418

East Main Ditch, Big Rock Creek Irrigation District, Cal 710-A-9 1915 June 30

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The fall of the country is considerable from the hills to the north and many drops in the canal are necessitated. These are provided, as shown in the picture, by piling up a few stones. Although the soil is very light, being a sandy loam formed from decomposed granite, erosion is not nearly so great as would be expected.

Box 61, Folder 419

Headgate and Main Canal, Settlers Irrigation District, on Boise River, Idaho 710-A-10 1916 December 25

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Water is brought from the Boise River through a channel to the headgate shown in this picture.

Box 61, Folder 420

Main Canal, Cascade Irrigation District, Washington 710-A-11 1916 November 18

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

On the right is shown the concrete delivery gate with pipe through bank discharging into the box shown in Picture No.

Box 61, Folder 421

West Branch Snake River Valley Canal, Snake River Valley Irrigation District, Idaho 710-A-12 1916 December 17

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 422

Canal and Heading, Central Irrigation District, Nebraska 710-A-13 1916 December 6

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 423

Similar to Picture No. 700-F-127 710-A-14 Undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 424

Lateral of Yolo Water and Power Company, California 710-A-15 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 61, Folder 425

Portion of Main Canal of Tulare Irrigation District, California 710-A-16 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 426

Typical Section of Canal and New Portion of Orland Project, California 710-A-17 1914

Photographer: J.L.K.

Box 61, Folder 427

Typical Section of Canal and New Portion of Orland Project, California 710-A-18 (No neg) 1914

Photographer: J.L.K.

Box 61, Folder 428

Lateral of Imperial Water Company No. 3. Parallel to Van Horn Lateral of Imperial Northside Water Company. California 710-A-19 1917 May 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

Owing to the unsatisfactory conditions of the Northside lateral as shown in Picture No. Van Horn has made a cut from the Northside lateral and uses this as a conduit.

Box 61, Folder 429

Upper Canal River Garden Farms Company near Knights Landing, California 710-A-20 1917 May 2

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This canal was constructed along the top of the levee bordering Reclamation District No. 108.

Box 61, Folder 430

Van Horn Lateral, Imperial Northside Water Co. California 710-A-21 1917 May 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This is the lateral referred to in Picture No. the headgate of which is shown in Picture No.

Box 61, Folder 431

Remains of old ditch on the Bert Clark place west of Rowen Station in the Tehachapi Mountains 710-A-22 1917 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

This ditch was found by Assistant State Engineer P. M. Norboe in 1871 and inquiry at that time failed to disclose the time of its construction. The picture was taken in October, 1917, when a visit was made to Tehachapi mountains and valley with Major Norboe to ascertain the early history of ditches reported in the last Biennial Report of the State Engineer as pre-historic.

Box 61, Folder 432

Section of Old Lake Land Canal below Corcoran, California 710-A-23 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

This canal was finished in 1903 but never utilized on account of injunction brought by lower riparian owners. Aug. 1917.

Box 61, Folder 433

Tarr Ditch Crossing China Ditch near Smartsville California 710-A-24 1917 May 18

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 61, Folder 434

Dredger Cut, Old River to Pump House, Westside Irrigation District 710-A-25 1918 May 2

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 435

Crocker-Huffman Canal leading through the foothills 710-A-26 1918 June 20

Photographer: Adams, Frank, 1875-1967

Scope and Content

Eucalyptus trees along the lower bank give evidence of the age of the canal.

Box 61, Folder 436

Crocker-Huffman Canal 710-A-27 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 437

Canal of Western States Gas & Electric Company, El Dorado County, near Placerville 710-A-28 1918 October

Photographer: Veihmeyer, Frank J., 1886-1977

Box 61, Folder 438

Intake of the main canal of Western States Gas & Electric Company on the south fork of the American River 710-A-29 1918 October

Photographer: F.G.V.

Scope and Content

A low rock dam across the river with short intake provided with spillway with housing for gate structure is shown in the left background. During the summer months a wooden sharp-crested weir is constructed under the dam for the purpose of measuring water used for hydro-electric power development in the American River plant of the company near Placerville.

Box 61, Folder 439

Main ditch of the Western States Gas and Electric Company below intake over a hillside construction 710-A-30 1918 October 6

Photographer: F.G.V.

Box 61, Folder 440

Cerro Prieto Canal, California, Looking West. Signal Mountain straight ahead in distance 710-A-31 (No neg) 1917 January 5

Photographer: Tait, C.E.

Box 61, Folder 441

Cerro Prieto Canal, California, Looking East. Cerro Prieto or Black Butte in distance 710-A-32 (No neg) 1917 January 5

Photographer: Tait, C.E.

Box 61, Folder 442

Lateral from Eucalyptus Canal, Imperial Valley, California 710-A-34 (No neg) 1916

Photographer: Tait, C.E.

Box 61, Folder 443

East Highline Canal, Imperial Valley, California, Jan., 1917. Willow Growth has Come Up Since May, 1916 710-A-35 (No neg) 1917 January 6

Photographer: Tait, C.E.

Box 61, Folder 444

Ditch near Blythe, Palo Verde Valley, Calif 710-A-36 1913 August

Photographer: Tait, C.E.

Box 61, Folder 445

Canal on Cache Creek taken from wagon bridge, looking upstream in evening, Calif 710-A-37 1900 May 23

Box 61, Folder 446

Old Cacheville Ditch, Calif 710-A-38 1900

Photographer: Adams, Frank, 1875-1967

Scope and Content

First ditch used in Yolo County. Above Stevens' bridge and a few hundred feet below Gordon slough. The portion of which is shown in the picture was used as the lower end of D.Q. Adams' ditch.

Box 61, Folder 447

Eucalyptus lateral, Imperial Valley, Calif 710-A-39 1915

Photographer: Tait, C.E.

Box 61, Folder 448

Irrigation ditch, Calif 710-A-40 undated

Photographer: Tait, C.E.

Box 61, Folder 449

Outlet of upper tunnel showing portion of waste gates on left, Turlock Canal, Calif 710-A-41 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 450

Palo Verde canal near Blythe 710-A-42 1914 December

Photographer: Tait, C.E.

Box 61, Folder 451

Palo Verde Canal, looking down form headgate 710-A-43 1915 January

Photographer: Tait, C.E.

Box 61, Folder 452

Ruins of Old Stevens' ditch 710-A-44 1900

Photographer: Adams, Frank, 1875-1967

Scope and Content

View taken about one fourth of a mile above Capay, Calif.; ditch has not been in use for a number of years, abandoned on account of litigation.

Box 61, Folder 453

Obstructions in main canal of Raywood Rice Canal and Milling Company, near Raywood, Texas 710-A-47 1901 February

Photographer: F.B.

Box 61, Folder 454

Adams' ditch, Calif. Ten feet below dam. One foot of water carried 710-A-72 1900

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 455

Moore Ditch, Calif., showing obstruction; watergrass of very rapid growth 710-A-73 1900

Photographer: P.A.

Box 61, Folder 456

Moore Ditch, Calif., showing obstruction 710-A-74 1900

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 457

Channel of main canal of Alpaugh Irrigation District fouled with tules 710-A-75 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 458

Portion of Alpaugh Irrigation District Canal from which tules have been removed by burning, etc 710-A-76 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 459

Looking down the head of Alpaugh Irrigation District Canal from collecting ditches at Smyrna 710-A-77 1919 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

Note width form bank to bank, small size of stream and foul channel.

Box 61, Folder 460

Channel of main canal of Alpaugh Irrigation District fouled with tules 710-A-78 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 461

Dredged section of Alpaugh Irrigation District Ditch near Alpaugh 710-A-79 undated

Scope and Content

The cost of this cleaning of the canal was so high that the irrigation district directors ordered the district's dredge scrapped and sold.

Box 61, Folder 462

One of the main canals from Bishop Creek, Owens River Valley 710-A-80 1920 April

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 463

Looking down Placerville Ditch, El Dorado County, from headgate 710-A-82 1919 August

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 464

Intake, Westside Irrigation District, 1918 710-A-83 1918

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 465

Main canal of Montague Water Conservation District at headgate of penstock of hydraulic pumping plant. Looking east 710-A-84 1928 July 21

Photographer: Christiansen, Jerald Emmet, 1905-1989

Scope and Content

(a) Main canal (b) Canal supplied by pumping plant Montague Water Conservation Dist. (Christiansen, Jerald Emmet July 21, 1928)

Box 61, Folder 466

Canal erosion due to excessive velocities. Kern County Land Company 710-A-85 1915

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 61, Folder 467

Lateral "A", high line canal supplied by pumping plant. Montague Water Conservation District 710-A-86 1928 July 21

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 468

Small lateral maintained by hand shoveling. Imperial Irrigation District. Note amount of material on banks that has recently been shoveled out of ditch 710-A-87 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 469

Small lateral on high fill. Imperial Irrigation District 710-A-88 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 61, Folder 470

A lateral, Imperial Irrigation District 710-A-89 1932 March 1

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 471

Field ditch made with disc ridger. Agronomy Division, University Farm, Davis 710-A-90 1932 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Physical Description: 2 negatives

Box 61, Folder 472

Old Clear Lake, northwest ditch below Rumsey, Calif. Ruinss of portion of old Clear Creek Water Works ditch which took water from above Rumsey ditch now used to supply water for about 800 acres-Summer of 1900-Frank Adams 710-A-91 undated

Box 61, Folder 473

Down Vacanora canal from siphon installation. See House Document 359. Internation Water Commission. United States and Mexico 710-A-92 1929

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 474

Water flowing into Vacanora Canal from break in Vacanora levee about 1 kilometer south of siphon installation. See House Document 359. International Commission U.S. and Mexico 710-A-93 1929

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 475

This picture shows the Vacanora Canal of the Baja California Canal Co 710-A-94 1926

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 476

Typical branch canal, Imperial Irrigation District. Fig. 2 in Bull. 21 710-A-95 undated

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 477

Diversion Canal in Gila River Valley. See House Document 359 710-A-96 1928

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 478

Fig. 11 in International Commission report, House Document 359, United States and Mexico, showing Cerro Prieto Canal, main west side of Imperial Canal in Mexico 710-A-97 1928

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 479

Fig. 3, page 112, House Document No. 359, International Water Commission report. Looking north across Gila River Valley, Arizona toward Muggins Mountains from highway east of Wellton 710-A-98 1928

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 480

Main canal and parallel drainage canal, Wapato Indian Irrigation Project, Yakima Valley, Washington 710-A-99 1932

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 481

Main canal, Wapato Indian Irrigation Project, Washington 710-A-100 1932

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 482

Main Canal, Shasta View. Malin I.D. Orland project 710-A-101 1929

Photographer: Adams, Frank, 1875-1967

Box 61, Folder 483

West side at lower gaging station looking East 710-A-102 1923 January 14

Box 61, Folder 484

Untitled 710-A-103 undated

Box 61, Folder 485

Bard Canal 710-A-103 undated

Box 61, Folder 486

Gaging Section - Alla Main Canal 710-A-104 1922 October

Box 61, Folder 487

Pool #6 - West of Cottonwood looking downstream 710-A-105 1922 November

Box 61, Folder 488

Untitled 710-A-106 undated

Box 61, Folder 489

Irrigation Channel, Hyuso farm - Lucerne Irrigation Australia 710-A-107 1907 December 13

Box 61, Folder 490

See-L-b-83. Irrigation lateral, Oakdale, Irrigation District, being repaired with 24" concrete pipe 710-A undated

Box 62, Folder 1

Lining of Main Canal, Modesto Irrigation District, California 710-B-a-1 1915 December 5

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The slope of the sides was 2:1

Box 62, Folder 2

Concrete Lining, Morgan Fill, Turlock Irrigation District, California 710-B-a-2 1915 December 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows where the lining joins the retaining wall at the lower end of the fill. The curvature in the bottom lining of the fill is perceptible in this picture. The presence of this curvature allows an inspection to be made of the bottom of the lined section after the water has been turned out, in spite of the fact that pools of water are usually left in the bottom.

Box 62, Folder 3

Concrete Inlet to Reservoir Through Mockingbird Canyon Lake Dam, Riverside, California 710-B-a-3 1915 December 14

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 4

Installing Concrete Side Lining, Above and Adjacent to Peaslee Fill, Turlock Irrigation District, Cal 710-B-a-4 1915 December 1

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This picture shows the warped transition.

Box 62, Folder 5

Main Canal. Little Rock Creek Irrigation District, Cal 710-B-a-5 1915 June 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This section of the canal is between the cienaga and the boundary of the District. The metal flume in the background is crossing a swale.

Box 62, Folder 6

Winters Canal, Yolo Water and Power Company, Yolo County, Cal 710-B-a-6 1914 November 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This shows the concrete lined section looking up-stream from the radial gates at the fork of Winters and Madison Canals.

Box 62, Folder 7

Concrete-lined Main Ditch. Little Rock Creek Irrigation District, Cal 710-B-a-7 1915 June 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 8

Adams Canal of the Yolo Water and Power Co., Yolo County, Cal 710-B-a-8 1914 November 27

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The picture, showing the concrete lined section, was taken from just below the headgate of Adams Canal. This canal supplies lands on the north side of Cache Creek in Yolo County.

Box 62, Folder 9

Turlock Canal Just Below the Heading at La Grange Dam, Cal 710-B-a-9 1915 July 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

On the right is the concrete retaining wall and on the left is a formation of slate rock.

Box 62, Folder 10

Heading of Modesto Canal at La Grange Dam, Tuolumne River, Cal 710-B-a-10 1915 July 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 11

Concrete Ditch, Crocker-Huffman Canal, Merced, Cal 710-B-a-11 1916 July

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 62, Folder 12

Main Canal, Walnut Irrigation District, California 710-B-a-12 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

This little district was organized under the original Wright Law in 1893, and is the single exception of the old Wright irrigation districts in California that has continued its organization with entire success and without any financial difficulties whatever. Possibly the secret of the success of this small enterprise lies in the fact that it never issued any bonds but has raised all of its money by water tolls and direct taxes. Another reason is that it lies in a rich and well developed section.

Box 62, Folder 13

Lined section of south San Joaquin canal 710-B-a-13 undated

Box 62, Folder 14

Newly Lined Canal, Showing Check and Outlet Gate on Orland Project, California 710-B-a-14 1914

Photographer: J.L.K.

Box 62, Folder 15

Lined section of south San Joaquin canal 710-B-a-15 1910

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 16

Setting concrete lining in south San Joaquin canal 710-B-a-16 undated

Box 62, Folder 17

Main Canal and Takeout. Little Rock Creek Irrigation District, Cal 710-B-a-17 1915 June 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 18

Concrete lined section of Moore Canal, Yolo Water and Power Company, looking upstream from locality of Stephens Bridge. Concrete lining installed winter of 1912-13 710-B-a-18 1914

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 19

Section (dry) of Turlock Canal, showing concrete lining of lower wall, Calif 710-B-a-30 undated

Box 62, Folder 20

Orland Project, U.S. Reclamation service, Orland, Calif. Concrete lined canal adjoining town 710-B-a-32 1914

Photographer: J.T.K.

Box 62, Folder 21

Concrete lined canal, Orland Project, U.S. Reclamation Service, Orland, Calif 710-B-a-33 1914 November

Photographer: J.T.K.

Box 62, Folder 22

Orland Project, U.S. Reclamation Service, Orland, Calif. Concrete lined canal adjoining town on the southeast, looking east 710-B-a-47 1914

Photographer: J.T.K.

Box 62, Folder 23

Gage Canal, cement lined showing check, Riverside, Calif 710-B-a-54 1903 December

Photographer: Fortier, Samuel

Box 62, Folder 24

Los Angeles Aqueduct. Laying slabs to complete sides and laying bottom 710-B-a-56 1910

Photographer: Tait, C.E.

Box 62, Folder 25

Los Angeles Aqueduct, finished canal 710-B-a-58 1910

Photographer: Tait, C.E.

Box 62, Folder 26

View on ditch at Folsom prison, Calif. Taken from top of headgate looking down stream toward the prison 710-B-a-60 undated

Box 62, Folder 27

Santa Ana Canal, Near Orange, Calif 710-B-a-61 1913 August

Photographer: Tait, C.E.

Box 62, Folder 28

Los Angeles Aqueduct. Trimming sides and placing guide boards for concrete 710-B-a-64 1910

Photographer: Tait, C.E.

Box 62, Folder 29

Concrete lining Riverside Water Co. canal 710-B-a-68 1915 July

Photographer: Tait, C.E.

Box 62, Folder 30

Oiled banks, Riverdale Water Co. Canal 710-B-a-69 1915 July

Photographer: Tait, C.E.

Box 62, Folder 31

Lining ditch, concrete finished, Imperial Water Co. No. 3 710-B-a-70 1915 January

Photographer: Tait, C.E.

Box 62, Folder 32

Lining ditch, ready for concrete. Imperial W.Co. #3 710-B-a-72 1915 January

Photographer: Tait, C.E.

Box 62, Folder 33

Lining ditch, concrete poured, Imperial W.Co. #3 710-B-a-73 1915 January

Photographer: Tait, C.E.

Box 62, Folder 34

Covina canal showing old cement plaster lining 710-B-a-74 1915

Photographer: Tait, C.E.

Box 62, Folder 35

Lined section of sandy strip in lateral of People's Ditch near Hanford, California 710-B-a-75 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

Bottom width 7 feet; vertical depth, 3 1/2 feet; side slope, 1 1/2 to 1; thickness 2 1/4 inches; proportion 1:2:4; grade .06 feet per 100 feet; reinforcing 5 1/2 No. 14 wire; cost, 11 per square foot.

Box 62, Folder 36

Low level canal of Lindsay Strathmore Irrigation District leading from the main pumping plant to the main booster station 710-B-a-76 1918 May 7

Photographer: Adams, Frank, 1875-1967

Scope and Content

This was formerly the old Merryman Ditch but was enlarged and concrete line with a cement gun by the irrigation district. The water formerly carried in the Merryman Ditch is now conveyed in a pipe line paralleling the main enlarged ditch.

Box 62, Folder 37

Section of finished canal lined with gunite. Lindsay-Strathmore Irrigation District, August, 1917 710-B-a-80 1917 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 38

Lytte Creek at Head of Fontana Ditch, California 710-B-a-83 (No neg) undated

Photographer: Tait, C.E.

Box 62, Folder 39

Ditch, San Antonio Water Company, Ontario, California 710-B-a-84 undated

Photographer: Tait, C.E.

Box 62, Folder 40

Lower end of the Cascades on the Los Angeles Aqueduct, near San Fernando Reservoir, Los Angeles, Calif 710-B-a-87 1914 December

Photographer: J.T.K.

Box 62, Folder 41

Upper end of the Cascades on the Los Angeles Aqueduct near San Fernando Reservoir, Los Angeles, Calif 710-B-a-88 1914 December

Photographer: J.T.K.

Box 62, Folder 42

Cascades on the Los Angeles Aqueduct, near San Fernando Reservoir, Los Angeles, Calif 710-B-a-89 1914 December

Photographer: J.T.K.

Box 62, Folder 43

Cascades on the Los Angeles Aqueduct, near San Fernando Reservoir, Los Angeles, Calif 710-B-a-90 1914 December

Photographer: J.T.K.

Box 62, Folder 44

Concrete Ditch, California 710-B-a-91 1915

Photographer: Tait, C.E.

Scope and Content

Concrete ditch of either Azusa Irrigating Company or Covina Irrigation Company (not sure which) The main ditch diverts for both companies from San Gabriel River, runs through Azusa Irrigating Company, and on to Covina Irrigation Company. Not sure which owns at this point.

Box 62, Folder 45

Laying Concrete Lining on the Los Angeles Aqueduct in Owen's River Valley, California 710-B-a-92 1910

Photographer: Tait, C.E.

Scope and Content

Note slabs are laid alternately.

Box 62, Folder 46

Main canal of the Fresno Canal and Irrigation Company, Fresno, Calif 710-B-a-95 1914 December

Photographer: J.T.K.

Box 62, Folder 47

Canal Prepared for Placing Concrete Lining, Fresno Canal Company, California 710-B-a-96 1914

Photographer: J.L.K.

Box 62, Folder 48

Curves in Riverside Water Co. canal 710-B-a-97 1915 July

Photographer: Tait, C.E.

Box 62, Folder 49

Los Angeles Aqueduct, laying bottom and finishing sides with plaster coat 710-B-a-98 1910

Photographer: Tait, C.E.

Box 62, Folder 50

Bear River Canal of Pacific Gas and Electric Company a short distance below Lake Spalding 710-B-a-99 1918 July

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 51

One of the earlier cement cobble lined irrigation ditches near Whittier, Calif 710-B-a-100 undated

Photographer: C.E.J.

Box 62, Folder 52

Balfour Guthrie Canal, Contra Costa County 710-B-a-101 1919 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 53

Laying concrete lining in ditch 710-B-a-102 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 54

Lined portion of south San Joaquin canal showing Oakdale canal on opposite side 710-B-a-103 undated

Box 62, Folder 55

Lined section and spillway, South San Joaquin canal 710-B-a-104 undated

Box 62, Folder 56

No. 368 - Rock and lined sections south San Joaquin canal 710-B-a-105 undated

Box 62, Folder 57

Lined section south San Joaquin canal and tunnel 710-B-a-106 undated

Box 62, Folder 58

Concrete lined main canal. Looking west 710-B-a-107 1923 September

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 59

A short section of concrete lined flume - Placerville ditch - Camiino Ridge above Placerville 710-B-a-108 1925 June

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 60

Lined portion of Clarke Colony Canal, near Greenfield 710-B-a-109 1920 September 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 61

Concrete lined canal 710-B-a-110 1925 January

Photographer: T.A.

Scope and Content

Failure of concrete lining of Gage Canal near pump house of Citrus Experiment Station at Riverside.

Box 62, Folder 62

Omak Project, U.S. Reclamation Service. Drop in canal 710-B-a-111 1914

Photographer: Fisher, D. F.

Box 62, Folder 63

Concrete canal lining on fill. Lining 2 1/2" thick reinforced with 6" x 6" #10 wire mesh. Construction joints at 10'. Side slopes 3/4 to 1. Cost of this lining about 16 cents per square foot. Fresno Irrigation Dist 710-B-a-112 1929 May 14

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 64

Precast canal lining. James Irrig. Dist. V shaped ditch 2.8' deep and 10' wide on top. Lining 2" thick. Joints at 3' intervals 710-B-a-114 1929 May 11

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 65

Precast canal lining 2" thick. V shaped ditch 2.8' vertical to 5' horizontal. Top width 10'. Construction joints at 3' intervals. James Irrig. Dist 710-B-a-115 1929 May 11

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 66

Canal lining. 2 1/2" thick, reinforced with 6" x 6", #10 wire mesh. Mr. E. Sibley, Secretary, Alta Irrig. Dist. No contraction joints provided and small cracks have developed at about 15' intervals. A very smooth lining 710-B-a-116 1929 May 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 67

Concrete lined canal near diversion point at the Capay Weir on south side canal. Note fish screen in canal. Yolo Water & Power Co 710-B-a-117 1929 April 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 68

Canal in Porterville Clay adobe. Lining is 4" thick and reinforced 3/8" square bars at 8" centers both ways. Expansion joints at 15' intervals filled with asphalt. Alta Irrig. Dist 710-B-a-118 1929 May 28

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 69

Main canal above pumping plant No. 1. West Stanislaus Irrig. Dist. Lining 3" thick, reinforced 1/4" bars at 12" end 24". Cost of lining averaged $0.152 per square foot 710-B-a-119 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 70

Concrete lined private ditch in Turlock Irrig. Dist. Plain concrete lining 2" thick 710-B-a-120 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 71

Mr. R.V. Meikle 710-B-a-121 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 72

Mr. R.V. Meikle 710-B-a-122 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 73

Untitled 710-B-a-123 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 74

Untitled 710-B-a-124 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 75

Untitled 710-B-a-125 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 76

Untitled 710-B-a-126 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 77

Untitled 710-B-a-127 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 78

Untitled 710-B-a-128 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 79

Untitled 710-B-a-129 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 80

Untitled 710-B-a-130 1929 August

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 81

Bank lining, Plain concrete 2" thick. Modesto Irrigation District 710-B-a-131 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 82

Concrete lined canal. Lining 2" thick, not reinforced. Modesto Irrigation District 710-B-a-132 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 83

Concrete bank lining. Fresno Irrig. Dist. Slope 3/4 hor. to 1 vert.; thickness, 2 1/2", reinforced with 4" x 8" - #13 wire mesh 710-B-a-133 1930 January

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 84

Setting template and preparing canal for lining. Turlock Irrigation District. L.W. Terrell, Contractor 710-B-a-134 1930 February

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 85

Concrete lined canal, Turlock Irrigation District, showing frequency of contraction cracks. Lateral No. 3 below Drop No. 6. Cracks are painted with bituminous paint. Count of cracks showed 29 in 200 feet. Lining placed January 6, 1923 710-B-a-135 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 86

Concrete lined ditch for Improvement District. Turlock Irrigation District 710-B-a-136 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 87

Small gunite lined lateral. Note unusual shape of cross section designed to obtain favorable hydraulic conditions with variable flow in order to prevent silt from depositing. Imperial Irrigation District 710-B-a-137 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 88

Gunite lined lateral, Imperial Irrigation District 710-B-a-138 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 89

Concrete lined canal. Santa Ana Valley Irrigation Company main canal east of Santa Ana, Calif 710-B-a-139 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 90

Concrete lined canal. Anaheim Union Water Company near Yorba Linda, Calif 710-B-a-140 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 91

Concrete lined ditch, Pleasant Valley Water Co., Porterville, capacity about 5 c.f.s 710-B-a-141 1930 May

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 92

Concrete lined canal 710-B-a-142 1916

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 93

Concrete lined canal in California. West Stanislaus Irrigation Dist 710-B-a-143 1929

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 94

West Stanislaus Concrete line and Main canal-looking west 710-B-a-144 1929

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 95

Main canal on the Yakima Project, Washington 710-B-a-149 1932

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 96

Looking southerly along Gage canal from flume crossing of arroya in Highgrove area, Calif 710-B-a-150 1938 November 15

Photographer: Pillsbury, A. F.

Scope and Content

P-292 Negative at Citrus Experiment Station, Riverside, Calif.

Box 62, Folder 97

Construction of reinforced concrete lined irrigation canal. Fresno Irrigation District, Fresno, Calif 710-B-a-151 1938

Photographer: Gerner, A.J., Fresno Irrigation District

Scope and Content

Fresno Irrig. Dist. has negative. See negative envelope for other views

Box 62, Folder 98

Capay canal, Clear Lake Water Co. Looking downstream from Capay dam 710-B-a-152 1939 December 5

Photographer: Veihmeyer, Frank J., 1886-1977

Box 62, Folder 99

Concrete lined canals in the Consolidated Irrigation District constructed by Public Works Administration 710-B-a-153a,b 1939 November

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 100

Trip with seven Chinese technicians visiting irrigation & drainage projects in Western States, Feb. 28 to Apr. 15, 1946. At U.S. Date Garden, Indio, Calif. Walter Reuther discussing soils in citrus orchard 710-B-a-154 1946 March 2

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 101

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. U.S. Date Garden at Laboratory 710-B-a-155 1946 March 2

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 102

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Two views of heavily eroded mountains north of Coachella Canal at Mixing plant northeast of Mecca 710-B-a-156 a 1946 March 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 103

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Group at Coachella Canal at unfinished section northeast of Mecca. Lining operations in progress five miles upstream from this point 710-B-a-157 1946 March 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 104

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Coachella Canal, finished section looking west 710-B-a-158 1946 March 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 105

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Coachella Canal, finished section looking east 710-B-a-159 1946 March 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 106

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Coachella Canal - Paver, looking west 710-B-a-160 1946 March 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 107

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Coachella Canal - Views of paver looking east 710-B-a-161 a, b, c 1946 March 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 108

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Coachella Canal - mixer truck delivering concrete to paver 710-B-a-162 1946 March 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 109

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Coachella Canal - trimmer looking east. Works 200 yards ahead of paver 710-B-a-163a 1946 March 3

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 110

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Carrot crop west of El Centro, Imperial Valley 710-B-a-164a 1946 March 4

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 111

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Group at Drop 5, All American Canal. (Roben, Chief Water Master) 710-B-a-165 1946 March 5

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 112

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Power Foundations at Drop 5, All American Canal 710-B-a-166 1946 March 5

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 113

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Drop 5, All American Canal, Briar Canal Heading in distance 710-B-a-167 1946 March 5

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 114

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. End of Briar Canal - flume is beginning of Lateral Canal 710-B-a-168 1946 March 5

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 115

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. New River Crossing, West of Calexico 710-B-a-169a 1946 March 5

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 116

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Group at Coachella Canal northeast of Niland. Mr. Elmer Harrog, Superintendent, Imperial Irrigation District 710-B-a-170 1946 March 6

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 117

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Culvert for road crossing, Coachella Canal northeast of Niland 710-B-a-171 1946 March 6

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 118

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Standard gate lifter, Imperial Irrigation District 710-B-a-172 1946 March 7

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Scope and Content

See also 710-B-a-195 for corresponding twice in use at Yuma, Bureau of Reclamation.

Box 62, Folder 119

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Tile laying machine (private contractor) 710-B-a-173a 1946 March 7

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 120

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Ruth Dredger cleaning canals. Only 9 now working in District, formerly 35 710-B-a-174a 1946 March 8

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 121

Check gate All American Canal at Coachella Canal Heading. Trip with 7 Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946 710-B-a-175 1946 March 9

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 122

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Drop #2, All American Canal 710-B-a-176 1946 March 9

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 123

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Looking east at Drop 3 Power House, All American Canal 710-B-a-177 1946 March 9

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 124

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Looking west, Drop 3 Power House, All American Canal 710-B-a-178 1946 March 9

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 125

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. De Anza Hotel, Calexico 710-B-a-179 1946 March 10

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 126

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Desert scene en route to Yuma (wind) 710-B-a-180 1946 March 11

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 127

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Laguna Dam 710-B-a-181 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 128

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Imperial Dam 710-B-a-182 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 129

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Trash rack at Imperial Dam 710-B-a-183 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 130

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Imperial Dam from main gate structure to desilting basins in distance 710-B-a-184 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 131

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Imperial Dam - training walls to carry water to various desilting basins 710-B-a-185 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 132

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Imperial Dam - main roller gates 710-B-a-186 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 133

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Imperial Dam - agitators in desilting basin 710-B-a-187 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 134

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Imperial Dam - main crest 710-B-a-188 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 135

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Imperial Dam - desilting basins 710-B-a-189 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 136

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Siphon Drop Power House - interior 710-B-a-190 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 137

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Entrance to Colorado River Siphon opposite Yuma 710-B-a-191 1946 March 12

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 138

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Pilot Knob Drop and Wasteway 710-B-a-192 1946 March 13

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 139

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Rockwood heading from Pilot Knob Wasteway 710-B-a-193 1946 March 13

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 140

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Interior Gila #1 Pump House 710-B-a-194 1946 March 13

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 141

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Bureau of Reclamation standard gate lifter, Yuma Project. (See picture #710-B-1-172 for Imperial Irrigation District type.) 710-B-a-195 1946 March 13

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 142

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Ditcher, Macco Co, Los Angeles. This machine operates 200 yards in advance of guniting operations 710-B-a-196a 1946 March 13

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 143

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Gillispie Dam on Gila River, view from highway at Gila Crossing between Gila Bend and Phoenix 710-B-a-197 1946 March 14

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 144

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Granite Reef Dam, diversion works on Salt River for Salt River Valley Project 710-B-a-198 1946 March 15

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 145

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States, Feb. 28 to Apr. 15, 1946. Salt River Valley, small drop on south flowing canal northwest of Phoenix. Slope 12 - 15 feet per mile; numerous drops in one mile of canal 710-B-a-199 1946 March 18

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 146

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Water distribution by furrows, Citrus Experiment Station, Riverside, California 710-B-a-200a 1946 March

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 147

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Coolidge Dam, Arizona 710-B-a-201a 1946 March

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 148

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Coolidge Dam, Arizona 710-B-a-201c 1946 March

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 149

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Coolidge Dam, Arizona 710-B-a-201e 1946 March

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 150

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Snow scene, Grass Valley, California, J.B. Brown 710-B-a-202 1946 March 29

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 151

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Snow scene, Grass Valley, California, Quan and Yeh 710-B-a-203 1946 March 29

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 152

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Don Pedro Dam, spillway 710-B-a-204 1946 March 30

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 153

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Don Pedro Dam, downstream face 710-B-a-205 1946 March 30

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 154

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Don Pedro Dam, downstream face and power house 710-B-a-206a 1946 March 30

Photographer: Brown, J. B. (Jonathan Burdette), 1887-1948

Box 62, Folder 155

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Diversion Dam, Southern Oregon 710-B-a-207 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 156

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Diversion Dam, Southern Oregon 710-B-a-208 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 157

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Crown Point, Oregon, Columbia River Highway 710-B-a-209 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 158

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Bonneville Dam, Columbia River 710-B-a-210a 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 159

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Power plant, Bonneville Dam, Columbia River 710-B-a-211a 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 160

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Roza Diversion Dam, Washington 710-B-a-212a 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 161

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Roza Diversion Dam, Washington 710-B-a-212c 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 162

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Wood stave irrigation pipe, Yakima Valley, Washington 710-B-a-213 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 163

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Grand Coulee Dam, Washington 710-B-a-214a 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 164

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Grand Coulee Dam, Washington 710-B-a-214c 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 165

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Grand Coulee Dam, Washington 710-B-a-214e 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 166

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Wood flume for distribution of irrigation water, Prosser Irrigation Experiment Station, Washington 710-B-a-215 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 167

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Erosion studies, Prosser Irrigation Experiment Station, Washington. Collecting runoff at end of furrows 710-B-a-216 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 168

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Erosion plot, Prosser Irrigation Experiment Station, Washington. Runoff measuring equipment 710-B-a-217 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 169

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Equipment for measuring runoff from plots in erosion studies, Irrigation Experiment Station, Prosser, Washington 710-B-a-218 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 170

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Water drops, Boise Project 710-B-a-219a 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 171

Trip with seven Chinese technicians visiting irrigation and drainage projects in Western States. Diversion Structure, Boise, Project 710-B-a-220 1946 April

Photographer: Doneen, L. D. (Lloyd David), 1905-

Box 62, Folder 172

Friant-Kern Canal just north of Kings River 710-B-a-221 1948 November 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 173

Friant-Kern Canal just north of Kings River 710-B-a-222 1948 November 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 174

South end, Kings River Siphon, Friant-Kern Canal 3200" long, 24' 2 1/2" diameter 710-B-a-223 1948 November 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 175

Through unlined cut to south end of Kings River Siphon, Friant-Kern Canal 710-B-a-224 1948 November 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 176

Unlined section, Friant-Kern Canal, back of Campbell Mt. 64' on botton. 18 mi. out of 153 mi. Friant to Kaweah R. unlined 710-B-a-225 1948 November 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 177

Looking over part of Orange Cove Irrigation District line of Friant-Kern Canal about horizontally through picture 710-B-a-226 1948 November 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 178

Friant-Kern Canal about midway between St. John River and Kaweah River. Drainage inlets for groundwater in bottom of Canal 710-B-a-227 1948 November 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 179

"S" curve in Friant-Kern Canal about 1/4 mile above Kaweah R 710-B-a-229 1948 November 22

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 180

Friant Dam Spillway 710-B-a-230 1948 November 23

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 181

Millentson Lake, above Friant Dam, low water 710-B-a-331 1948 November 23

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 182

Beginning of Friant-Kern Canal from Friant Drive 710-B-a-332 1948 November 23

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 183

Upper face of Friant Dam 710-B-a-333 1948 November 23

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 184

Lower face of Friant dam from bridge 710-B-a-334 1948 November 23

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 185

Madera Canal short distance below Friant 710-B-a-335 1948 November 23

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 186

Siphon on Madera Canal 710-B-a-336 1948 November 23

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 187

Unlined portions of Madera Canal 710-B-a-337 1948 November 23

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 188

Inlet to Delta-Mendota Canal, (not yet completed?) Foggy morning. 70' wide on bottom 710-B-a-338 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 189

Section of Delta Mendota Canal above Mt. Home Siphon 710-B-a-339 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 190

Mt. Home Siphon, Delta-Mendota Canal looking south. 24' 2 1/2" diameter 710-B-a-340 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 191

Mt. Home Sipon, Delta-Mendota Canal looking north 710-B-a-341 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 192

Portion of upper 15 mile. Delta-Mendota Canal. 4600 c. fts 710-B-a-342 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 193

Portion of upper 15 miles of Delta-Mendota Canal. 48' wide on bottle. 4600 c. fts 710-B-a-343 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 194

Part of upper 15 miles of Delta-Mendota Canal. Cap. 4600 cu. ft. sec 710-B-a-344 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 195

Canal lining equipment, Delta-Mendota Canal 710-B-a-345 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 196

Finishing equipment, lining Delta-Mendota Canal 710-B-a-346 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 197

Equipment for spraying on Hunt is process parafine base. Delta Mendota Canal 710-B-a-347 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 198

Spraying on "Protex" or "Konkur" Hunt's process parafine base. Delta-Mendota Canal 710-B-a-348 1948 November 24

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 199

Vegetation growing in cracks in concrete lined canal, Brentwood Propet 710-B-a-349 1922 September

Box 62, Folder 200

South Yuba Water Company's Auburn Tunnel Concrete approach and grating 710-B-a-350 undated

Box 62, Folder 201

Untitled 710-B-a-351 1922 December 20

Box 62, Folder 202

Untitled 710-B-a-352 undated

Box 62, Folder 203

Main Distributing Furrow in a Citrus Orchard at Fair Oaks, California, showing lateral furrows leading off on each side, also burlap protection in main furrow to prevent washing 710-B-b-1 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 204

Similar to Picture No. 710-B-b-1, showing burlap protection in the main furrow, in more detail 710-B-b-1a undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 205

Azusa Irrigation Co. canal below San Gabriel Canon. Lined with boulders and cement 710-B-b-2 1914 July

Photographer: Tait, C.E.

Box 62, Folder 206

Bear Valley Mutual Water Co. canal near Redlands. Lining of cobble and cement on high grade just below canyon 710-B-b-3 1914 September

Photographer: Tait, C.E.

Box 62, Folder 207

Water lifted by pumping plant. Newly constructed canal leading from Honey Lake, Lassen county 710-B-b-4 1916

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 208

Canal lining with Koroseal, by V.H. Scott and J.H. Luthin. Location in excess spill canal of Clear Lake Water Co. Canal, southwest corner of University Farm, Davis. Cross section before cleaning 710-B-b-5 1950 July 10

Photographer: Scott, Verne H.

Box 62, Folder 209

Canal lining with Koroseal, by V.H. Scott and J.N. Luthin. Location in excess spill canal of Clear Lake Water Co. Canal, southwest corner of University Farm Davis. Cross section before cleaning. Sam as 710-B-b-5 710-B-b-6 1950 July 10

Photographer: Scott, Verne H.

Box 62, Folder 210

Canal lining with Koroseal, by V.H. Scott and J.N. Luthin. Location in excess spill canal of Clear Lake Water Co. Canal, southwest corner of University Farm. Davis. Preparing slopes for lining 710-B-b-7 1950 July 10

Photographer: Scott, Verne H.

Box 62, Folder 211

Canal lining with Koroseal, by V.H. Scott and J.N. Luthin. Location in excess spill canal of Clear Lake Water Co. Canal, southwest corner of Univ. Farm, Davis. Preparing slopes for lining 710-B-b-8 1950 July 10

Photographer: Scott, Verne H.

Box 62, Folder 212

Canal lining with Koroseal, excess spill canal of Clear Lake Water Co. Canal, southwest corner of Univ. Farm. 1st section (5') laid 6" below canal surface before backfilled. 2nd 5' section laid on surface sterilized with Borax 710-B-b-9 1950 July 10

Photographer: Scott, Verne H.

Box 62, Folder 213

Canal lining with Koroseal, excess spill canal of Clear Lake Water Co. Canal, S.W. corner of Univ. Farm. Finished sections. 1st section backfilled, 2nd section on surface 710-B-b-10 1950 July 10

Photographer: Scott, Verne H.

Box 62, Folder 214

Polyethylene film ditch lining 710-B-b-11 1959

Photographer: Corey, J.

Box 62, Folder 215

Polyethylene film ditch lining 710-B-b-12 1959

Photographer: Corey, J.

Box 62, Folder 216

Polyethylene film ditch lining 710-B-b-13 1959

Photographer: Corey, J.

Box 62, Folder 217

Applying gunite on rocky section of canal. Lindsay-Strathmore Irrigation District. Aug. 1917 710-C-1 1917 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 218

Applying gunite on main canal, Lindsay-Strathmore Irrigation District 710-C-2 1917 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 219

Applying gunite on main canal, Lindsay-Strathmore Irrigation District 710-C-3 1917 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 220

Applying gunite on main canal Lindsay-Strathmore Irrigation District 710-C-4 1917 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 221

Applying gunite on main canal, Lindsay-Strathmore Irrigation District 710-C-5 1917 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 222

Close view of gunite bench flume being built, Lindsay-Strathmore Irrigation District, August, 1917 710-C-6 1917 August

Photographer: Adams, Frank, 1875-1967

Scope and Content

Picture shows forms, end of finished portion, plum bob used for trueing wall, side wall, reinforcing mesh and rods, and end of twisted bar reinforcing cross ties.

Box 62, Folder 223

Digging a new lateral for Sutter-Butte Canal west of Gridley 710-C-7 1917 November

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 224

Portion of Completed Ditch Built by Buckeye Trencher. Paradise Irrigation District, July, 1917 710-C-8 1917 July

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 225

Trenching with Buckeye Trencher for Paradise Irrigation District Pipe Line 710-C-9 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

The picture shows the typical condition found in this district prior to clearing of the land. July, 1917.

Box 62, Folder 226

Looking Toward the Rear of Buckeye Trencher, Paradise Irrigation District 710-C-10 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

This picture shows the rolling topography. July, 1917.

Box 62, Folder 227

Close View of Trencher. Paradise Irrigation District. July, 1917 710-C-11 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

The 18-inch rule at the right indicates the size of some of the cobbles encountered by the trencher.

Box 62, Folder 228

Canal construction using Fresno Scraper 710-C-12 undated

Box 62, Folder 229

Los Angeles Aqueducts. Canal excavation as left by steam shovel 710-C-15 1910

Photographer: Tait, C.E.

Box 62, Folder 230

Excavating main canal on portion of Durham State Land Settlement with teams 710-C-16 (No neg) 1918

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 231

(No neg) Excavating main canal on Durham State Land Settlement with tractor and excavating machine 710-C-17 1918

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 232

Dredging a drainage canal in District 33, Butte County 710-C-18 1921 Fall

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 233

Making ditch with excavator. Willows, 1916 710-C-19 undated

Box 62, Folder 234

Excavator in ditch construction, near Woodland, California 710-C-20 1915

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 62, Folder 235

Excavator in ditch construction, near Woodland 710-C-21 1915

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 62, Folder 236

Excavator in ditch construction, near Woodland 710-C-22 1915

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 62, Folder 237

Excavator in ditch construction, near Woodland 710-C-23 1915

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 62, Folder 238

Excavator in ditch construction, near Woodland 710-C-24 1915

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 62, Folder 239

Excavator in ditch construction, near Woodland, California 710-C-25 1915

Photographer: Beckett, S. H. (Samuel Hume), 1883-1937

Box 62, Folder 240

Troweling concrete lining. Improvement District ditch. Turlock Irrigation District. 3 views 710-C-26 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 241

Painting fresh concrete lining with "Hunt Process" asphaltic paint. This method of curing concrete lining was used exclusively on Improvement District and Irrigation District work in 1930-31. Turlock Irrigation District 2 views 710-C-27 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 242

Excavating puddled ditch to final grade and shape for concrete lining. Improvement District work. Turlock Irrigation District 710-C-28 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 243

Trimming side slopes to exact line and grade for concrete lining. Improvement District work. Turlock Irrigation District 710-C-29 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 244

Setting grade stakes at top edges of lining by means of template set on center line grade stake. Construction of lined ditch for Improvement District, Turlock Irrigation District 710-C-30 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 245

Puddling ditch prior to placing concrete lining. Improvement District Ditch. Turlock Irrigation District 710-C-31 1931 March

Photographer: March 1931

Box 62, Folder 246

Trimming bottom of ditch to final grade for concrete lining of Improvement District ditches. Turlock Irrigation District 710-C-32 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 247

Placing concrete lining in private ditch. Turlock Irrigation District 710-C-33 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 248

Construction of lined ditch for improvement districts. Turlock Irrigation District (3 views) 710-C-34 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 249

Concrete mixer used in lining ditches for improvement districts. Turlock Irrigation District 710-C-35 1931 March

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 250

Construction of lateral on fill by means of silting in between levees. Levees placed 100 feet apart. Final grade of lateral to be several feet above top of present levees. Imperial Irrigation District 710-C-36 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 251

Constructing shallow drain with Ruth dredge, Imperial Irrigation District 710-C-37 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 252

Negative on file, Citrus Experiment Station, Riverside, Calif 710-C-38 1936 August 29

Photographer: Compton, O. C. (Oliver Cecil), 1903-

Scope and Content

All American Canal under construction, Imperial Valley, California. Photograph taken from U.S. Highway 80. See also 710-C-39

Box 62, Folder 253

Negative on file, Citrus Exp. Station, Riverside, Calif 710-C-39 1936 August 29

Photographer: Compton, O. C. (Oliver Cecil), 1903-

Scope and Content

View of construction of All American Canal, Imperial Valley, from U.S. Highway No. 80. See also preceding view.

Box 62, Folder 254

Consolidated Main Canal near Sanger showing concrete lining placed winter of 1938-39 by WPA. Lining 2/10 ft. thick. Reinforced side slopes approximately 1 or 1 1/4 710-C-40 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 255

Consolidated Main Canal near Sanger. Shaping canal section prior to concrete lining. Work being done by WPA force 710-C-41 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 256

Consolidated Main Canal near Sanger showing shape of canal and demolition of concrete section gate made necessary by regrading of the canal for lining 710-C-42 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 257

Consolidated Canal near Sanger. Shows shaping of canal section prior to concrete lining. Shows template used for obtaining true cross- section 710-C-43 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 258

(a) Concrete lining of small canal lateral near Canal School east of Selma. Consolidated Irrigation District. Setting grade stakes in canal that has been puddled. Bottom of finished canal to be nearly 3 feet below bottom of puddles ditch 710-C-44 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 259

(b) Concrete lining of small canal lateral near Canal School east of Selma. Excavating puddled ditch to line and grade. Grade stakes for bottom of ditch set 50 feet apart in holes dug for that purpose 710-C-45 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 260

(c) Concrete lining of small canal lateral near Canal School east of Selma. Shaping canal to proper cross-section prior to lining 710-C-46 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 261

(d) Concrete lining of small canal lateral near Canal School east of Selma. Iron bars set to exact line and grade as shown by chalk line at bottom and top of slope. Bank then trimmed to final shape with a scraper 710-C-47 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 262

(e) Concrete lining of small canal lateral near Canal School east of Selma. Iron bars set to exact line and grade as shown by chalk line at bottom and top of slope. Bank then trimmed to final shape with a scraper 710-C-48 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 263

(f) Concrete lining of small canal lateral near Canal School east of Selma. Lining side slopes. Concrete placed on bank with shovel and troweled with wooden float to a thickness of 1/10'. Note use of steel bank to govern thickness of lining 710-C-49 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 264

(g) Concrete lining of small canal lateral near Canal School east of Selma. Lining side slopes. Concrete placed on bank with shovel and troweled with wooden float to a thickness of 1/10'. Note use of steel band to govern thickness of lining 710-C-50 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 265

(h) Concrete lining of small canal lateral near Canal School east of Selma. Mixing crew. Concrete mix consists of 3 1/2 cu. ft. of fine gravel 1/4"-5/8", 3 1/2 cu. ft. sand up to 1/4", 1 sack cement, 2 lbs CaCl2 in solution and about 6 1/2 gal. water. Concrete crew consists of 19 men placing and mixing 710-C-51 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 266

(i) Concrete lining of small canal lateral near Canal School east of Selma. Completed section of lateral 710-C-52 1939 October 18

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 267

Reconstruction of Canal for Imperial Water Co.'s No 6+8 Calif 710-C-53 undated

Photographer: Tait, C.E.

Box 62, Folder 268

Gage Canal Co 710-C-54 undated

Box 62, Folder 269

Oil Weed Burner, Valley Irrigation Co., Willows, Cal 710-D-1 1916 May 11

Photographer: Adams, Frank, 1875-1967

Scope and Content

This is used to burn the weeds in the main canals.

Box 62, Folder 270

Result of Canal Cleaning, Sacramento Valley Irrigation Co., Willows, Cal 710-D-2 1915 May 11

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

An oil burner was used to eradicate the weeds in this canal.

Box 62, Folder 271

Oil Weed Burner, Sacramento Valley Irrigation Co., Willows, Cal 710-D-3 1916 May 11

Photographer: Adams, Frank, 1875-1967

Scope and Content

This is used to burn the weeds in the main canals.

Box 62, Folder 272

Ditch Cleaning Machine, Marysville, California 710-D-4 1916 April

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 62, Folder 273

Dredger Cleaning Highline Canal, Water Company No. 3, Imperial Valley, California, 1917 710-D-5 1917 May 31

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 274

Ruth Dredger Cleaning lateral of Imperial Water Company No. 3. September 3, 1917 710-D-6 1917 September 3

Photographer: Veihmeyer, Frank J., 1886-1977

Box 62, Folder 275

Ditch Cleaner of Imperial Water Co. No. 1 710-D-8 1908 June

Photographer: Tait, C.E.

Box 62, Folder 276

Canal Cleaning. Dutton Dredge, Imperial Valley, Calif 710-D-9 undated

Photographer: Tait, C.E.

Box 62, Folder 277

Canal Cleaning. Work of V on Date Lateral, Imperial Valley, Calif 710-D-10 undated

Photographer: Tait, C.E.

Box 62, Folder 278

Canal Cleaning. Farmers' V for cleaning ditches. Front view. Imperial Valley, Calif 710-D-11 undated

Photographer: Tait, C.E.

Box 62, Folder 279

Canal Cleaning. I.W.Co. No. 7 V, Holtville, Calif 710-D-12 undated

Photographer: Tait, C.E.

Box 62, Folder 280

Canal Cleaning. I.W. Co. No. 7 V, front view, Holtville, Calif 710-D-13 undated

Photographer: Tait, C.E.

Box 62, Folder 281

Canal Cleaning. I.W. Co. No.7 V, Rear view. Holtville, Calif 710-D-15 undated

Photographer: Tait, C.E.

Box 62, Folder 282

Cleaning lateral canal of silt 710-D-17 1914 December

Photographer: J.T.K.

Box 62, Folder 283

Cleaning lateral canal of silt 710-D-18 1914 December

Photographer: J.T.K.

Box 62, Folder 284

Dogwood canal, Imperial Valley, cleared with V 710-D-19 1915

Photographer: Tait, C.E.

Box 62, Folder 285

Chain and bucket type of dredger used to clean canals in Imperial I.D 710-D-20 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 286

Canal Cleaning. Farmers' V for cleaning ditches - side view. Imperial Valley, California 710-D-21 undated

Photographer: Tait, C.E.

Box 62, Folder 287

Chain and bucket type of dredger used to clean canals in Imperial I.D 710-D-22 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 288

Chain and bucket type of dredger used to clean canals in Imperial I.D 710-D-23 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 289

Chain and bucket type of dredger used to clean canals in Imperial I.D 710-D-24 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 290

"Ruth" - Dredger or Excavator on Main Canal of Imperial Water Co. No. 4, California 710-D-25 1915

Photographer: Tait, C.E.

Scope and Content

Used for cleaning canals of medium size and laterals in Imperial Valley. These are not used so much as formerly.

Box 62, Folder 291

Gate for cleaning canal. Turlock Canal, Calif. Not a flushing gate, but an entrance and outlet for teams 710-D-26 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 292

Hydraulic dredge below headgate, Imperial canal 710-D-27 1915

Photographer: Tait, C.E.

Box 62, Folder 293

Cleaning ditch with steel V and two engines. Imperial W. Co. #1 710-D-28 1915

Photographer: Tait, C.E.

Box 62, Folder 294

Drag-line dredge cleaning drainage ditches near Dos Palos 710-D-29 1922

Photographer: Adams, Frank, 1875-1967

Physical Description: 2 negatives

Box 62, Folder 295

Moss growth in North Avenue Canal. Moss gives trouble only in canals into which well water is pumped. Fresno Irrig. Dist 710-D-30 1929 May 9

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 296

View of banks of small lateral after grading with rotary grader preparatory to dredging. Calipatria Division, Imperial Irrigation District. (2 views) 710-D-31 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 297

Discing to control growth of willows and bamboo on canal banks. Growth as shown on right can be killed or materially set back in this way. Imperial Irrigation District 710-D-32 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 298

Dredging small lateral with Ruth Dredger. Imperial Irrigation District. (2 views) 710-D-33 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 299

Large lateral, Imperial Irrigation District. Right hand bank has been recently dredged with Ruth Dredger, left hand bank not yet dredged. Note growth of grass on berm, left bank 710-D-34 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 300

Dredging large lateral with Ruth Dredger. Wheel span 36 feet. Imperial Irrigation District 710-D-35 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 301

Pond weeds. Irrigation canal, Fresno irrigation district. Potamogeton americanus 710-D-36 1936 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 302

Potamogeton pusillus (Slender pond-weed), irrigation canal, Fresno Irrigation District 710-D-37 1936 May 29

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 303

Breaking tules with chain. California Packing Co. ranch, Union Island 710-D-38 1935 April

Photographer: Fairbank, J. P. (James Partridge), 1891-1978

Box 62, Folder 304

Close-up view of tules after dragging with chain. California Packing co. ranch, Union Island 710-D-39 1935 April

Photographer: Fairbank, J. P. (James Partridge), 1891-1978

Box 62, Folder 305

Cleaning canal with dredge - clam shell. Imperial Valley 710-D-40 1916

Photographer: Veihmeyer, Frank J., 1886-1977

Box 62, Folder 306

Fiddlers Green Ditch (after cleaning 2" deep) 710-D-41 1090 March

Photographer: Torpen

Box 62, Folder 307

Cleaning weeds from Gage Canal 710-D-42 undated

Box 62, Folder 308

Moss growth in North Avenue Canal. Moss goes trouble only in canal into which well water is pumped. Fresno Irrigation District 710-D-43 1929 May 9

Box 62, Folder 309

Blades for removing overhang and debris on canal and ditch banks. Cutter set in Disc. Frame 710-D-44 1954

Box 62, Folder 310

Blades for removing overhang and debris on canal and ditch banks - cutter set in Disc Frame 710-D-45 1954

Box 62, Folder 311

Single blade weed cutter - Removing overhanging ditch banks - Madera Irrig. Dist 710-D-46 1954s

Photographer: Marr, J. C.

Box 62, Folder 312

Single blade weed cutter. Removing overhanging ditch banks - Madera Irrig. Dist 710-D-47 1954

Photographer: Marr, J. C.

Box 62, Folder 313

Single blade weed cutter - Removing overhanging ditch banks - Madera Irrig. Dist 710-D-48 1954

Photographer: Marr, J. C.

Box 62, Folder 314

Cutter set in disc frame 710-D-49 1954

Box 62, Folder 315

Cutter set in disc frame 710-D-50 1954

Box 62, Folder 316

Bank Protection below Capay Dam of Yolo Water and Power Company, on Cache Creek, California 710-E-2 1914

Photographer: J.L.K.

Box 62, Folder 317

Showing method of bank protection through use of arrow-weed 710-E-3 1914 December

Photographer: J.T.K.

Box 62, Folder 318

Clear Lake Canal Seepage Tests, Nov. 27, 1940 710-F-1a 1940 November 27

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Scope and Content

a. North bank, section 2. b. North bank, section 6. c. View East, section 6.

Box 62, Folder 319

Clear Lake Canal Seepage Tests, Nov. 27, 1940 710-F-1d 1940 November 27

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Scope and Content

d. Bottom section 6. e. North bank, section 6. f. North bank, section 2.

Box 62, Folder 320

Clear Lake Canal Seepage Tests, Nov. 27, 1940 710-F-1g 1940 November 27

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Scope and Content

g. East end, Section 4.

Box 62, Folder 321

View of experimental section about 5 miles west of Woodland. Experiments being conducted to determine effect of salt treatment of canal banks and bottom on seepage loss on canals. 1000' section of this canal was divided into 10, 100' ponds by means of 11 water-tight bulk heads. This view shows "upper" pond No. 1 during first trial to determine rate of loss of water before treatments were started. Note that water level has dropped about a foot in depth from upper limit as noted from line of wet soil on bank 710-F-2 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 322

Canal seepage experiments, near Woodland. View shows close-up of one of the bulk heads and inlet pipes by which water was admitted to canal from 10" surface pipe laid in trench along canal bank as shown in picture 710-F-4 710-F-3 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 323

Canal seepage experiments, near Woodland. 10" surface pipe in trench along canal bank to admit water to ponds for experiments 710-F-4 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 324

Canal seepage experiments, near Woodland. Water being admitted to pond 710-F-5 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 325

Canal seepage experiments, near Woodland. Water level in pond in foreground has receded about 2 to 3" from highest level; pond immediately below being filled 710-F-6 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 326

Canal seepage experiments near Woodland. Method of determining rate of seepage loss from canals. Hook gauge readings from bench mark on bulk head were taken at 15 to 30 minute intervals during entire period that water remained in pond which varied from about 8 to 14 hrs. for the different ponds 710-F-7 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 327

Canal seepage experiments, near Woodland. Original condition of canal banks which were covered with fairly heavy growth of Bermuda grass. Bottom was cleaned and covered with a few inches of water. Pond is beginning to fill 710-F-8 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 328

Canal seepage experiments near Woodland. Determining elevation of water surface in second run which was continued the following day 710-F-9 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 329

Canal seepage experiments near Woodland. Appearance of canal after 3/4 lb. per sq. ft. coarse salt was applied to both bottom and sides of canal in pond 8. The salt treatment was extended only to high water line in canal. Fairly uniform distribution was obtained by dividing the ponds into 10-foot sections and applying proper amount of salt to each section 710-F-10 1940 October 29

Photographer: W.R. Ames Co.

Box 62, Folder 330

Canal seepage experiments, near Woodland. 3/4 lb. per sq. ft. of salt applied to narrow strip along canal bank only 710-F-11 1940 October 28

Photographer: W.R. Ames Co.

Box 62, Folder 331

Untitled 710-F-12 1923 February 10

Box 62, Folder 332

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. Storm water spill into the All American Canal 710-G-1 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 333

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. Overpass for storm water 710-G-2 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 334

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. Construction of an overpass for storm water 710-G-3 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 335

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. Construction of an overpass for storm water 710-G-4 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 336

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. Agitator in the settling basins at the head of the new A.A.C 710-G-5 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 337

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. Head work structures at All American Canal, Colorado River, California side 710-G-6 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 338

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. Head work structures at All American Canal, Colorado River, California side 710-G-7 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 339

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. All American Canal near highway 710-G-8 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 340

All American Canal trip and Imperial Dam trip, Mar. 9, 1937. Sand dunes near highway near Holtville and Yuma 710-G-9 1937 March 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 341

Trip beginning February 9, 1941 - All American Canal, Imperial Valley, and Yuma Mesa. All-American Canal from No. 3 power house 710-G-10 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 342

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. No. 3 power house, All-American Canal 710-G-11 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 343

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. All-American Canal below No. 3 power house 710-G-12 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 344

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Up All-American Canal at highway crossing 710-G-13 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 345

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Down All-American Canal at highway crossing 710-G-14 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 346

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Headgate of Coachella branch canal 710-G-15 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 347

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Drop at head of Coachella branch canal 710-G-16 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 348

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Up All-American Canal from head of Coachella branch 710-G-17 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 349

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Coachella Branch Canal 710-G-18 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 350

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Mesa on west side of head of Coachella branch canal 710-G-19 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 351

Trip beginning February 9, 1941 All-American Canal, Imperial Valley, and Yuma Mesa. Alfalfa on Yuma Mesa Experiment Farm 710-G-20 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 352

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Alfalfa on Yuma Mesa Experiment Farm 710-G-21 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 353

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. All-American Dam on Colorado River 710-G-22 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 354

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. General view of settling basin, head of All-American Canal 710-G-23 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 355

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Near head of All-American Canal showing channel leading to settling basins 710-G-24 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 356

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Close-up All-American Dam across Colorado River 710-G-25 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 357

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Close-up of control works, head of All-American Canal 710-G-26 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 358

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Channel between two of settling basins at head of All-American Canal 710-G-27 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 359

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Settling basins, head of All-American Canal 710-G-28 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 360

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Settling basins, head of All-American Canal 710-G-29 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 361

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. One of the overhead passes for storm water on All-American Canal above Yuma 710-G-30 1941 February

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 362

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. All-American Canal above Yuma 710-G-31 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 363

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. All-American Canal above Yuma 710-G-32 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 364

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. All-American Canal above Yuma 710-G-33 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 365

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. No.3 power house on All-American Canal 710-G-34 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 366

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. New river crossing, All-American Canal 710-G-35 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 367

Trip beginning February 9, 1941 - All-American Canal, Imperial Valley, and Yuma Mesa. Canal above new river crossing All-American Canal 710-G-36 1941 February 9

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 368

Colorado River Aqueduct trip, Frank Adams. Kajaloo Dam 710-H-1 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 369

Colorado River Aqueduct trip, Frank Adams, March 10. Construction scene on Kajaloo reservoir 710-H-2 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 370

Colorado River Aqueduct trip, Frank Adams, March 10, 1937. Construction scene at Kajaloo reservoir 710-H-3 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 371

Colorado River Aqueduct Trip, Frank Adams, March 10, 1937. Construction of settling basin. See 710-H-20 and 21 710-H-4 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 372

Colorado River Aqueduct Trip, March 10, 11, 1937. Part of lined portion of aqueduct 710-H-5 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 373

Colorado River Aqueduct Trip, March 10, 11, 1937. Lining canal on the Colorado River Aqueduct 710-H-6 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 374

Colorado River Aqueduct Trip, March 10, 11, 1937. Lining aqueduct 710-H-7 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 375

Colorado River Aqueduct Trip, March 10, 11, 1937. Construction of concrete pipe 710-H-8 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 376

Colorado River Aqueduct Trip, March 10, 11, 1937. Construction of concrete pipe 710-H-9 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 377

Colorado River Aqueduct Trip, March 10, 11, 1937. Construction of concrete pipe 710-H-10 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 378

Colorado River Aqueduct Trip, March 10, 11, 1937. Construction of twin siphons 710-H-11 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 379

Colorado River Aqueduct Trip, March 10, 11, 1937. Construction of twin siphons 710-H-12 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 380

Colorado River Aqueduct Trip, March 10, 11, 1937. Main pipe line on the first pumping lift on Colorado River. S. H. Finley standing on pipe 710-H-13 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 381

Colorado River Aqueduct Trip, March 10, 11, 1937. Excavation work at Parker Dam 710-H-14 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 382

Colorado River Aqueduct Trip, March 10, 11, 1937. Excavation work at Parker Dam 710-H-15 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 383

Colorado River Aqueduct Trip, March 10, 11, 1937. Colorado River near Parker Dam 710-H-16 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 384

Colorado River Aqueduct Trip, March 10, 11, 1937. Construction of main pumping plant at Colorado River of the Colorado River Aqueduct 710-H-17 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 385

Colorado River at intake of pumping plant. Colorado River Aqueduct trip, Mar. 10, 11, 1937 710-H-18 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 386

Colorado River Aqueduct trip, Mar. 10, 11, 1937. Construction camp along Colorado River 710-H-19 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 387

Colorado River Aqueduct trip, Mar. 10, 11, 1937. Construction of settling basin on the Colorado River Aqueduct 710-H-20 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 388

Colorado River Aqueduct trip, Mar. 10, 11, 1937. Similar to 710-H- 20, Construction of settling basin on the Colorado River Aqueduct 710-H-21 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 389

Colorado River Aqueduct trip, Mar. 10, 11, 1937. Construction of settling basin on the Colorado River Aqueduct. See 710-H-20, 21 710-H-22 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 390

Colorado River Aqueduct Trip, Mar. 10, 11, 1937. Construction of the pumping plant, Colorado River Aqueduct 710-H-23 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 391

Colorado River Aqueduct trip, Mar. 10, 11, 1937. Pumping plant construction. See 710-H-23 710-H-24 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 392

Colorado River Aqueduct trip, Mar. 10, 11, 1937. Left to right: Colonel S. H. Finley, Harold Walberg, Mr. Rutherford (Pacific Rural Press, L A. Office), M. R. Huberty and Frank Adams 710-H-25 1937 March 10

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 393

Rockwood heading of Impe I. D. Canal on Colorado River 710-H-26 undated

Box 62, Folder 394

Weaving brush mattress for Hind Dam on Colorado River 710-H-27 undated

Box 62, Folder 395

Reservoir of Chas. A. Clark, Madera, California 720-1 1916 February 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The pumping plant and inlet pipe are shown in the northeast corner. In the southeast corner, on the right, is the outlet. Between the two, along the east bank of the reservoir, is a pipe through the top of the bank to drain off surplus water when the height of the water in the reservoir becomes such as to endanger the banks. This waste-way discharges into an irrigation ditch.

Box 62, Folder 396

Reservoir of Sam Skaggs, Madera, California 720-2 1916 February 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The wave-break on the east and south sides of the reservoir is shown here. The hardest winds are from the northwest and consequently it is often considered necessary in this section to provide a wave-break in only the southeast corner. This consists merely of a solid wooden fence built along the tow or inner slope. One of the outlets is shown in the center of the picture.

Box 62, Folder 397

Reservoir of Sam Skaggs, Madera, California 720-3 1916 February 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

The pumping plant is shown just behind the inlet pipe on the right. This boom below the inlet pipe is used for the purpose of breaking the fall of the water and preventing it from eroding the bottom of the reservoir.

Box 62, Folder 398

Reservoir No. 255, Fairmead, California 720-4 1916 March 2

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 399

Pulaski's Reservoir, Partly Constructed, Madera, California 720-5 1916 February 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 400

Reservoir of Wolters Bros., Showing Wave-Break, Madera, Cal 720-6 1916 February 29

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This brush protection against wave action extends entirely around the inside slope and consists of a wire fence with heavy posts, back-filled with apricot cuttings. It forms one of the most effective wavebreaks found in this section. In the northeast corner, on the right, is shown the concrete structure which takes the place of an inlet from the pumping plant and an outlet when the large head of water provided by the reservoir is taken for the lower lands are being irrigated, an outlet about one-half way down the left hand bank is used.

Box 62, Folder 401

Reservoir of Jos. Mathauser, Concrete-Lined, Orland, Cal 720-7 1916 March 7

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Scope and Content

This lining is 3 to 4 inches thick of a 1:4 or 1:5 mixture of concrete and cost $485.00 or 30 cents per square yard. A lining of some sort is necessary in this section because of the very porous nature of the gravelly soil type. One of the two outlets to the reservoir is shown on the right.

Box 62, Folder 402

Reservoir of G. W. Cummings, Fairmead, California 720-8 1916 March 2

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 403

Pumping Plant and Reservoir, Fairmead Colony, Madera County, California 720-9 1915 February 6

Photographer: Hutchins, Wells A. (Wells Aleck), 1888-1970

Box 62, Folder 404

Small Tanks or Reservoirs are Utilized in some of the Sierra Foothill orchards to equalize the distribution of irrigation water 720-10 (No neg) undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

This picture shows one of these on a farm near Auburn. It is mainly intended to take care of fluctuations, but also permits of a small amount of reservoiring.

Box 62, Folder 405

Small concrete reservoir for orchard irrigation. Santa Clara Valley, California 720-11 (No neg) 1916 August

Photographer: F.D.R.

Scope and Content

Needlessly heavy construction.

Box 62, Folder 406

Small concrete Reservoir for Orchard Irrigation in Santa Clara Valley. Note pipe carrying water over top of reservoir, California 720-12 (No neg) 1916 August

Photographer: Robertson, Ralph D. (Ralph Denny), 1885-1919

Box 62, Folder 407

Eucalyptus Reservoir, Cuyamaca Water System, San Diego County January, 1918 720-13 1918 January

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 408

Portion of Basin of Kings River to be covered by Pine Flat Reservoir 720-14 1917 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 409

East side of canyon at damsite of proposed Peete's Valley Reservoir for Honey Lake Valley Irrigation, Lassen Co., Cal 720-15 1917 July

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 410

Proposed damsite, Red Rock Reservoir, Southern Lassen Irrigation District, California 720-16 1917 September

Photographer: Adams, Frank, 1875-1967

Scope and Content

A dam 130 feet high is, at this point, estimated to give a storage capacity in Red Rock Creek Valley of 100,000 acre-feet to be filled mainly from Long Valley and Last Chance Creeks.

Box 62, Folder 411

Lands to be flooded by Baxter Creek Irrigation District Reservoir on Baxter Creek, Lassen County, Cal 720-17 1917 July

Photographer: Adams, Frank, 1875-1967

Scope and Content

The dam crosses the valley a little below the left edge of the picture.

Box 62, Folder 412

Portion of Basin, Proposed Last Chance Reservoir, Southern Lassen Irrigation District, Cal 720-18 1917 September

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 413

Proposed damsite for Last Chance Reservoir, Southern Lassen Irrigation District, Cal 720-19 1917 September

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 414

Inlet to reservoir at Booster Pumping plant No. 1 Terra Bella Irrigation District. August 1917 720-20 1917 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 415

Small earthen reservoir about one mile east of Radnor Station on the Southern Pacific 720-21 1917 November

Photographer: Adams, Frank, 1875-1967

Scope and Content

This reservoir is about 100 by 120 feet and has a depth of about 5 feet, inside slope of one-half vertical and one horizontal, and an outside slope of one vertical to one and one-fourth horizontal.

Box 62, Folder 416

Eagle Lake, Lassem Country, proposed to be utilized for Honey Lake Irrigation District, Cal 720-22 1917 September

Photographer: Adams, Frank, 1875-1967

Scope and Content

In the report of Engineer W. L. Wales of Honey Lake Valley District, it is proposed by means of a tunnel outlet to control the elevation of Eagle Lake as a reservoir supply under a difference in elevation of eighty-nine feet.

Box 62, Folder 417

Echo Lake Reservoir of the Western States Gas and Electric Company 720-23 1918 October

Photographer: F.G.V.

Box 62, Folder 418

Sly Park Reservoir and Dam Site looking down stream toward dam site. El Dorado County 720-24 1918 October

Photographer: F.G.V.

Box 62, Folder 419

Church Reservoir site for the proposed irrigation district for lands in the vicinity of Placerville 720-25 1918 October

Photographer: F.G.V.

Box 62, Folder 420

Dam Site for the proposed Sly Park Reservoir to store water for proposed irrigation district in vicinity of Placerville. Looking up stream toward dam site on Park Creek 720-26 1918 October

Photographer: F.G.V.

Box 62, Folder 421

Echo Lake Reservoir of the Western States Gas and Electric Company near Placerville 720-27 1918 October

Photographer: F.G.V.

Scope and Content

Shows rock fill dam in foreground. This is in the Nevada drainage area and simply collects the run-off from a limited water shed and is filled largely by melted snow. The dam was constructed about 1876 for mining purposes. A short flume and tunnel diverts the water over the divide into the south fork of the American River.

Box 62, Folder 422

Dam site for a proposed reservoir known as Granite Basin Reservoir, on Camp Creek tributary to the Consumnes River 720-28 1918 October

Photographer: Veihmeyer, Frank J., 1886-1977

Box 62, Folder 423

Sly Park Reservoir site looking into basin from dam site (Placerville) 720-29 1918 October

Photographer: Veihmeyer, Frank J., 1886-1977

Box 62, Folder 424

Excavation for reservoir at University Farm, Davis, California 720-30 undated

Box 62, Folder 425

Construction of reservoir at University Farm, Davis, showing reinforcing in place 720-31 undated

Box 62, Folder 426

Reservoir at University Farm, Davis, used in connection with outdoor hydraulic laboratory. (See also 720-76) 720-32 undated

Box 62, Folder 427

Circular Reservoir along the Highway near Claremont 720-33 1918 May

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 428

Circular Concrete Reservoir along the highway near Claremont 720-34 1918 May

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 429

Private Reservoir, near Le Mesa, California 720-36 undated

Photographer: Tait, C.E.

Box 62, Folder 430

Auburn City Masonry Lined Reservoir, Auburn, Calif 720-40 1908

Box 62, Folder 431

Reservoir near Ice Plant, Pomona, Calif. Built of field stones laid up in mortar 720-41 1907

Box 62, Folder 432

Brush protection against wave action, Silver Lake Reservoir, Los Angeles, Calif 720-42 undated

Box 62, Folder 433

Reinforced concrete Reservoir with concrete cover, City Water Supply, Whittier, Calif 720-43 1907

Box 62, Folder 434

Earthern reservoir, Whittier, Calif 720-44 1907

Photographer: O.W.B.

Box 62, Folder 435

Ivanhoe Reservoir, showing oiled slope of dam, Los Angeles City Water Supply, Los Angeles, Calif 720-45 1907

Box 62, Folder 436

Storm erosion of reservoir banks, Whittier, Calif 720-46 undated

Box 62, Folder 437

Concrete Reservoir and pumping station, controlling water supply of Monrovia, Calif 720-47 1903 August

Photographer: Stover, A. P. (Arthur Patterson), 1879-1915

Box 62, Folder 438

Equalizing reservoir, Redlands, Calif 720-48 1905

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 439

Circular Concrete Reservoir, near Pomona, California 720-49 1910

Photographer: Tait, C.E.

Box 62, Folder 440

Constructing Reservoir near Claremont, Calif 720-50 undated

Photographer: Tait, C.E.

Box 62, Folder 441

Upper reservoir Covina Irrigation Co. Sloping banks with concrete lining 720-51 1914 August

Photographer: Tait, C.E.

Box 62, Folder 442

Lake Lee, reservoir of Temescal Water Co. Concrete wall supported by earth fill 720-53 1915 April

Photographer: Tait, C.E.

Box 62, Folder 443

Cobblestone reservoir and pumping plant of Dr. C.N. Johnson, near Claremont 720-54 1910

Photographer: Tait, C.E.

Box 62, Folder 444

Yorba Linda concrete reservoir, Orange Co., Calif. Shaped to conform to top of hill. Filled by pumps 720-55 1915 April

Photographer: Tait, C.E.

Box 62, Folder 445

Dam, Fossil Creek Reservoir, Cache la Pourde Valley, Colorado 720-56 undated

Photographer: Tait, C.E.

Box 62, Folder 446

Constructing reservoir near Claremont, Calif 720-57 undated

Photographer: Tait, C.E.

Box 62, Folder 447

Concrete reservoir and orange orchard near Pomona, Calif 720-58 undated

Photographer: Tait, C.E.

Box 62, Folder 448

Concrete reservoir of Harrison Albright near La Mesa, San Diego Co 720-59 1914 March

Photographer: Tait, C.E.

Box 62, Folder 449

Lower reservoir, Covina Irrigation Co. Circular concrete wall 720-60 1914 August

Photographer: Tait, C.E.

Box 62, Folder 450

Concrete reservoir and pumping plant near Claremont, Calif 720-61 undated

Photographer: Tait, C.E.

Box 62, Folder 451

Reservoir near Lordsburg, Calif 720-62 1910

Photographer: Tait, C.E.

Box 62, Folder 452

Richards Reservoir near Lordsburg, Calif 720-63 1910

Photographer: Tait, C.E.

Box 62, Folder 453

Pumping plant, reservoir and orchard near San Dimas, Calif 720-64 undated

Photographer: Tait, C.E.

Box 62, Folder 454

Echo Lake on Tributary of South Fork of American River 720-65 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

Neg. filed 785-A-23 Used as storage by Western States Gas and Electric Company and furnishes some of the water supply for Placerville section.

Box 62, Folder 455

Silver Lake at Head of Silver Fork of South Fork of American River 720-66 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

Neg. filed 785-A-24. This lake is used as a storage reservoir by Western States Gas and Electric Co. and furnishes part of the irrigation supply for the Placerville Section.

Box 62, Folder 456

Reservoir Basin Meselbeck Dam, Happy Valley Irrigation District 720-67 1919 October 31

Photographer: Adams, Frank, 1875-1967

Scope and Content

In process of clearing as seen from the dam. The streams draining this water shed are Forester and Hoover Creeks.

Box 62, Folder 457

Lake Spalding from Emigrant Gap showing character of water shed 720-68 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 458

Grant Lake on Rush Creek above Mona Lake 720-69 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

Used as storage by Southern Sierras Power Company.

Box 62, Folder 459

Second View of Echo Lake 720-70 undated

Photographer: Adams, Frank, 1875-1967

Scope and Content

See picture 720-65

Box 62, Folder 460

Grant Lake below power house, Mono County 720-71 1918 August

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 461

Automatic control valves on intake to regulating reservoir. Vista Irrigation District, Vista, Calif 720-72 1931 April

Photographer: Christiansen, Jerald Emmet, 1905-1989

Box 62, Folder 462

Farm reservoir, Lyons ranch, Dixon 720-73 1931 August

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Box 62, Folder 463

California State Nursery on highway between Sacramento and Davis 720-74 1931

Photographer: Givan, C. V. (Charles Vernon), 1904-1987

Scope and Content

Reservoir - concrete lined. (3 views)

Box 62, Folder 464

Highway in San Diego County passing over reservoir site 720-75 undated

Photographer: Adams, Frank, 1875-1967

Box 62, Folder 465

Early photograph of irrigation reservoir, University Farm, Davis, Div. of Irrigation Investigations and Practice 720-76 undated

Scope and Content