APPLIED MATHEMATICS AND HYDRODYNAMICS
Lin, C.C. Note on a class of exact solutions of magneto-hydrodynamics. Archive for Rational Mechanics and Analysis, Vol. 1, No. 5, 1958. pp. 391-395.
Lin, C.C. On uniformly valid asymptotic solutions of the Orr-Sommerfeld equation, IX Congres International de Mecanique Appliquee, Extrait des Actes, Tome 1. Bruxeles: Universite de Bruxelles, 1957. pp. 136-148.
Landweber, L. and A. Winzer. A comparison of the added masses of streamlined bodies and prolate spheroids, State University of Iowa, Reprints in Engineering, Reprint no. 143. pp. 180-183.
Green, Joseph M. The hydrodynamics if spherical cavities in the neighborhood of a rigid plane, Pasadena, CA: California Institute of Technology, Report No. 85-1, July 1957.
Spinelli, Robert A. A potential problem connected with an infinite dock in a running stream, New York: New York University, Institute of Mathematical Sciences, No. IMM-NYU 227, February 1956.
Einstein, Hans Albert and Huon Li. Steady vortex flow in a real fluid, La Houille Blanche, No. 4, August-September 1955. pp. 483-496.
Acosta, A.J. Note on the effect of meridian curavature; supplement to Potential flow through radial flow turbo-machine rotors, Pasadena, CA: Hydrodynamics Laboratory California Institute of Technology, Report no. E-19.5, April 1954.
Kalkman, Cornelia M. A subroutine for calculation of spherical bessel functions, Providence, Rhode Island: Brown University, Division of Applied Mathematics, October 1958.
Morrison, J.A. Small, forced oscillations at low frequencies in an ideal, rotating liquid, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical Report No. 6, February 1956.
Lin, T.C. and G.W. Morgan. Wave propagation through fluid contained in a cylindrical, elastic shell, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical Report no. 7, February 1956.
Fox, J.L. and G.W. Morgan. On the stability of some flows of an ideal fluid with free surfaces, Providence, Rhode Island: Brown University, Graduate Division of Applied Mathematics, Technical Report no. 2, December 1952.
Yih, C.S. On the asymptotic behavior of any fundamental solution of the equation of atmospheric diffusion and on a particular diffusion problem, Fort Collins, CO: Colorado Agricultural and Mechanical College, Civil Engineering Department, Report no. 8, September 1952.
Fichera, Gaetano. Sulla kernel function, Roma: Consiglio Nazionale Delle Ricerche, (Pubblicazioni dell Istituto per le Applicazioni del Calcolo, no. 343), 1952.
Birindelli, Carlo. Su nuove formule interpolatorie del Picone per funzioni in piu variabili e loro contributo al calcolo numerico degli integrali multipli, Roma: Consiglio Nazionale Delle Richerche, (Pubblicazioni dell Istituto per le Applicazioni del Calcolo, no. 349), 1952.
Caligo, Domenico. Sopra una classe di equazioni differenziali non lineari, Roma: Consiglio Nazionale Delle Ricerche, (Pubblicazioni dell Istituto per le Applicazioni del Calcolo, no. 342), 1952.
Lesky, Peter. Calcolo numerico: Ricerca di un funzione armonica soggetta a condizioni al contorno non lineari, Roma: Consiglio Nazionale Delle Ricerche, (Pubblicazioni dell Istituto per le Applicazioni del Calcolo, no. 350), 1952.
Viola, Tullio. Sull'esistenza del minimo assoluto di taluni integrali multipli, connessi con i problemi al contorno per le fuzioni iperarmoniche, Roma: Consiglio Nazionale delle Ricerche, (Pubblicazioni dell Istituto per le Applicazioni del Calcolo, no. 344), 1952.
Gross, Wolf. Sul calcolo della capacita elettrostatica di un conduttore, Roma: Consiglio Nazionale Delle Ricerche, (Pubblicazioni dell Istituto per le Applicazioni del Calcolo, no. 345), 1952.
De Giorgi, Ennio. Sulla sommabilita delle funzioni assolutamente integrabili, Roma: Consiglio Nazionale Delle Ricerche, (Pubblicazione dell Istituto per le Applicazioni del Calcolo, no. 348), 1952.
Di Maggio, F. et al. Instabilita laterale di travi inflesse e compresse, Roma: Consiglio Nazionale Delle Ricerche, (Pubblicazioni dell istituto per le Applicazioni del Calcolo, no. 346), 1952.
Massaglia, Bruna Fogagnolo. Propagazione di onde elastiche in uno strato sferico ed applicazioni alla sismologia, Roma: Consiglio Nazionale Delle Ricerche, (Pubblicazioni dell Istituto per le applicazioni del Calcolo, no. 341), 1952.
Citrini, Duilio. Sistema di tre pozzi artesiani allineati, [s.l.]: Istituto di Idraulica e Costruzioni Idrauliche no. 96, 1952.
Ablow, C.M. and W.D. Hayes. Perturbation of free surface flows, Providence, Rhode Island: Brown University, Graduate Division of Applied Mathematics, Technical Report no. 1, June 1951.
Keulegan, Garbis H. and George W. Patterson. Mathematical theory of irrotational translation waves, Journal of Research of the National Bureau of Standards, Vol. 24, January 1940. pp. 47-101.
Oosterholt, G.A. An investigation of the energy dissipated in a surface roller, Applied Science Research, Vol. Al, 1947. pp. 107-130.
Institute for Mathematics and Mechanics. Communications on Pure and Applied Mathematics, Vol. II, no. 1 March 1949.
Rabenstein, Albert L. Asymptotic solutions of..., Archive for Rational Mechanics and Analysis, Vol. 1, no. 5, 1958. pp. 418-435.
Lin, C.C. Hydrodynamics of liquid helium II, Physical Review Letters, Vol. 2, no. 6, March 15, 1959. pp. 245-246.
Rabenstein, Albert L. The determiniation of the inverse matrix for a basic reference equation for the theory of hydrodynamic stability, Archive for Rational Mechanics and Analysis, Vol. 2, no. 4, 1959. pp. 355-366
Stewart, R.W. A note on the dynamic balance in estuarine circulation, Sears Foundation: Journal of Marine Research, Vol. 16, no. 1, November 30, 1957. pp. 34-39.
Berger, S.A. and M. Holt. Spherical explosions in sea water, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical Report no. 19, April 1959.
Reid, W.H. Inviscid modes of instability in couette flow, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical report no. 30, January 1960.
Reid, W.H. The stability of non-dissipative couette flow in the presence of an axial magnetic field, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical report no. 31, January 1960.
Brilliant, Martin B. The analysis of nonlinear systems, Cambridge, Massachusetts: Massachusetts Institute of Technology, Technical report 345, March 3, 1958.
Milsum, J.H. Transfer-function discovery in the page analogue compute, Ottawa, Canada: National Research Laboratories, Report no. MX-2, February 1959.
Brillouin, Marcel and Jean Couloumb. Bassin cylindrique en rotation, Paris: Institut de Mecanique des Fluides de L'Universite de Paris, 1933
Ludford, G.S.S. Note on airfoil theory in hydromagnetics, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical Report no. 38, October 1960.
Mackie, A.G. Singularities in the hodograph plane arising from problems of flow past bodies, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical report no. 36, August 1960.
DiPrima, R.C. The stability of viscous flow between rotating cylinders with an axil flow, Troy, New York: Rensselaer Polytechnic Institute, June 23, 1960.
DiPrima, R.C. Some variational principles for problems in hydrodynamic and hydrodymagnetic stability, Troy, New York: Rensselaer Polytechnic Institute, November 13, 1959.
Lee, D.A. and W.H. Reid. Inviscid modes of instability for flow in a curved channel, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical report no. 40, April 1961.
Ludford, G.S.S. Further note on airfoil theory in hydromagnetics, Providence, Rhode Island: Brown University Division of Applied Mathematics, Technical Report no. 39, December 1960.
Oudart, Adalbert. Equations fondamentales de la couche limite laminaire ou turbulente en fluide compressible, Publications Scientifiques et Techniques, no. 221, 1948.
Wu, T. Yao-tsu. A wake model for free-streamline flow theory, Part 1. Fully and partially developed wake flows and cavity flows past an oblique flat plate, Pasadena, California: California Institute of Technology, Report no. 97-2, September 1961.
Childress, Stephen. On the motion of a conducting fluid past a finite cylindrical body in the presence of a strong magnetic field, Pasadena, California: California Institute of Technology, Jet Propulsion Laboratory, Technical Report no. 32-200, December 21, 1961.
Lin, C.C. Hydrodynamics of helium II. [s.l., s.n., 1961?].
Hickling, Robert. An analysis of echoes from a solid elastic sphere in water, Pasadena, California: California Institute of Technology, Report no. 85-20, March 1962.
Von Karman, Theodore and C.C. Lin. On the existence of an exact solution of the equations of Navier-Stokes, Communications on Pure and Applied Mathematics, Vol. 14, no. 3, August 1961. pp. 645-655.
Harder, James A. The analysis of nonlinear systems. [s.l., s.n., 1962].
Hughes, T.H. and W.H. Reid. On the stability of viscous flow between rotating cylinders, III. The effect of a transverse pressure gradient, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical report no. 50, November 1962.
Peters, A.S. A note on the integral equation of the first kind with a cauchy kernel, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM-NYU 301, July 1962.
Bjorgum, Oddvar. Some considerations on possible calculations concerning sub-sonic shear-flow turbulence, Bergen, Norway: Matematisk Institutt, Universitetet I Bergen, June 1960.
Peters, A.S. The solution of some non-linear integral equations with cauchy kernels, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM-NYU 307, January 1963.
Song, C.S. A note on the linear theory of two-dimensional separated flows about thin bodies, Minneapolis, Minnesota: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Technical Paper no. 39, Series B.
Lieber, Paul and Koon-Sang Wan. An integral invariant of a class of steady-state viscous-incompressible flows, Berkeley, California: University of California, Institute of Engineering Research, Report no. MD-63-3, November 1963.
Song, C.S. A quasi-linear and linear theory for non-separated and separated two-dimensional, incompressible, irrotational flow about lifting bodies, Minneapolis, Minnesota: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Technical Paper no. 43, Series B, May 1963.
Segel, Lee A. The structure of nonlinear cellular solutions to the Boussinesq equations, Troy, New York: Rensselaer Polytechnic Institute, RPI Math Report no. 60, August 12, 1963.
Lin, C.C. Some examples of asymptotic problems in Mathematical physics, [s.l., s.n., date?]
Schraub, F.A., et al. Use of hydrogen bubbles for quantitative determination of time dependent velocity fields in low speed water flows, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report MD-10, February 1964.
Kasahara, A., E. Isaacson and J.J. Stoker. Numerical studies of frontal motion in the atmosphere - I, New York: New York University, Courant Institute of Mathematical Sciences, Report no. NYO-1480-6, September 1964.
Tsao, Sherman. Application of the Glarkin method to self-adjoint, non-positive definite Eigenvalue problems in hydrodynamic stability, Troy, New York: Rensselaer Polytechnic Institute, Report no. RPI MathRep no.66, May 25, 1964.
Sachach,W. Deflection of a round fluid stream on a flat plate at right angles to the direction of the flow, Canada: Directorate of Scientific Information Services, September 1962.
Peters, A.S. Boundary values of potential functions prescribed along interior paths, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM-NYU 311, September 1964.
Harris, D.L. and W.H. Reid. On the stability of viscous flow between rotating cylinders II. Numberical analysis, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical report no. 43, October 1962.
Stanisic, M.M. and John O. Hancock and Bruce H. Fetz. On the steady motion of the hydromagnetic viscous fluid around a rotating spheroid of small ellipticity in the presence of a coaxial magnetic field, Zeitschrift fur Angewandte Mathematik und Mechanik, Band 43, Heft 6, 1963. pp.267-276.
Sydow, A. and H. Dittmann. Statistische analysen mittles elektronsicher analogrechner,1963.
Hsieh, Din-Yu. Stability of a conducting fluid flowing down an inclined plane in a magnetic field, Pasadena, CA: California Institute of Technology, Report No. 85-29, December 1964.
Snow, Wolfe. Existence, uniqueness, and stability for nollinear differential-difference equations in the neutral case, New York: New York University, Courant Institute of Mathematic Sciences, Report no. IMM-NYU 328, February 1965.
Dean, W.R. On the shearing motion of fluid past a projection, Proceedings of the Cambridge Philosophical Society, Vol. 40, Pt. 1, September 1943.
Davis, Stephen H. Lee A. Segel. The effects of surface curvature and property variation on cellular convection, Memorandum no. RM-4709-PR, October 1965.
Kidd, G.G., Jr. Confined vortex flow near a stationary disk, theory and experiment, Oak Ridge, TN: Oak Ridge National Laboratory, Report no. ORNL-TM-1387, April 1966.
Magyar, Franz, Geometrie de wirbelstromung, Osterreichische Akademie der Wissenschaften, Vol. 27, January 1949.
Maygar, Franz. Beitrag zur feldtheorie der flussigkeitswirbel, Osterreichisches Ingenieur-Archiv, Vol. 3, 1949.
Hsieh, Din-Yu. Some hydrodynamic aspects of superfluid helium, Pasadena, CA: California Institute of Technology, Report no. 85-36, December 1966.
Peters, A.S. Abel's equation and the cauchy integral equation of the second kind, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM 352, October 1966.
Carrier, G.F. Phenomena in rotating fluids, Proceedings of the eleventh International Congress of Applied Mechanics, 1964.
Li, Huon and Richard D. Mathieu. Structure of weak shock waves in a fully ionized gas, [s.l., s.n., 1965?]. v.p.
Li, H. and R.D. Mathieu. An investigation of the macroscopic equations for a plasma, [Philadephia]: Pennsylvania State University, Department of Aeronautical Engineering, Technical Report no. 13, May 1960.
Venezian, Giulio. Magnetohydrodynamics of the Earth's magnetic field, Pasadena, CA: California Institute of Technology, Report no. 85-37, January 1967.
Lee, Choung Mook. The second-order theory of cylinders oscillating vertically in a free surface, Berkeley: University of California, College of Engineering, Report no. NA-66-7. September 1966.
Krueger, E.R. and R.C. DiPrima. Stability of nonrotationally symmetric disturbances for inviscid flow between rotating cylinders, [Troy, New York]: Rensselaer Polytechnic Institute, Department of Mathematics, RPI Math Report no. 52, March 1962.
Pearson, Jerry D. and G.K. Serovy. Numerical solution of the Navier-Stokes equations for the entrance region of suddenly accelerated parallel plates, Ames, Iowa: Iowa State University, Engineering Research Institute, Report 50, n.d.
Peters, A.S. The uniqueness of certain flows in a channel with arbitrary cross section, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM 355, June 1967.
Anwar, H.O. Formation of a weak vortex, Journal of Hydraulic Research, Vol. 4, no. 1, 1966.
Binnie, A.M. The passage of a perfect fluid through a critical cross-section or `throat', Proceedings of the Royal Society, Vol. 197, 1949.
Morikawa, G.K. Asymptotic behavior of planetary-scale motions of the atmosphere, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM 348, April 1966.
Lieber, Paul. A principle of maximum uniformity obtained as a theorem on the distribution of internal forces, Berkeley: University of California, Institute of Engineering Research, Report no. MD-63-8, April 1963.
Peters, A.S. Some integral equations related to Abel's equation and the hilbert transform, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM 373, November 1968.
Peters, A.S. Residue expansions for certain Green's functions and resolvent kernels, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM 366, April 1968.
Peters, A.S. Some generalized Eigenfunction expansions and uniqueness theorems, New York: New York University Courant Institute of Mathematical Sciences, Report no. IMM 368, June 1968.
Irmay, S. On some properties of isoclines in two-dimensional flow, La Houille Blanche, November 1959. pp. 749-761.
Irmay, S. Exact linearization of steady flow equations of ideal fluids, The Bulletin of the Research Council of Israel, Vol. 11c, no. 1, April 1962, pp. 19-26.
Irmay, S. Mecanique des fluides. Solution generale des ecoulements incompressibles potentiels du type laplacien, C.R. Acad. Sc. Paris, t. 259, p. 295-296, 15 Juillet 1964.
Rouse, Hunter. Work-energy equation for the streamline, [s.l., s.n., date?].
Morikawa, George K. and Eva V. Swenson. Interacting motion of rectilinear geostrophic vortices I. linear stability analysis, New York: New York University, Courant Institute of Mathematical Sciences, Report no. IMM 364, January 1968.
Lin, Jung-Tai. Stratified flow over an obstacle; a numerical experiment, Fort Collins, CO: Colorado State University, Fluid Mechanics Program, Technical report no. 7, January 1970.
Hayakawa, Norio. Bounds on mass transport of flow on an inclined plate, Journal of Applied Mathematics and Physics, Vol. 21, no. 5, 1970. pp. 685-689.
Franco, Diosdado Perez. Introduccion a la hidrodinamica, La Habana, Cuba: Universidad de la Habana, Serie 10. Ingenieria Hidraulica, no. 6, Abril de 1971.
Murphy, Glenn and J.V. Atanasoff. A mechanical device for the solution of equations involving the Laplacian operator, Ames, Iowa: Iowa State College, Bulletin no. 166, 1949.
Nielsen, Hans Bruun. A Second-Order Approximation to Free Surface Shear Flow Over a Wavy Bed, Copenhagen: Technical University of Denmark, 1970.
Irmay, S. On the acceleration and pressures in steady plan isochoric flows, Haifa, Israel: Israel Institute of Technology, Publication no. 176, February 1972.
Irmay, S. A contribution to circulation preserving flows, Haifa, Israel: Israel Institute of Technology, Publication no. 171, November 1971.
VISCOUS FLOW
Maekawa, T. and S. Atusmi. Transition caused by the laminar flow separation, Washington: National Advisory Committee for Aeronautics, Technical Memorandum no. 1352, September 1952.
Janour, Zbynek. Resistance of a plate in parallel flow at low reynolds numbers, Washington: National Advisory Committee for Aeronautics, Technical memorandum no. 1316, November 1951.
Carrier, G.F. On slow viscous flow, Providence, RI: Brown University, Graduate Division of Applied Mathematics, March 1953.
Reid, W.H. The oscillations of a viscous liquid globe with a cord, Providence, RI: Brown University, Division of Applied Mathematics, Technical report no. 15, August 1958.
Silberman, Edward. Secondary flows in guide vane bends with some notes on the primary two-dimensional flow, [St. Paul], MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Project Report no. 36, January 1953.
Peebles, Fred N. and John W. Prados and Edward H. Honeycutt, Jr. A Study of laminar flow phenomena utilizing a double refracting liquid; progress report 1, Knoxville, TN: University of Tennessee, July 1954.
Yih, Chia-Shun. Stability of paralles laminar flow with a free surface, Ann Arbor, Michigan: Proceedings of the second U.S. National Congress of Applied Mechanics, June 14-18, 1954. pp. 623-628.
Prados, John W. and Fred N. Peebles. Determination of the flow double refraction properties of a aqueous milling yellow dye sollutions, Knoxville, TN: University of Tennesse, March 1955.
Garber, H.J. and Peebles, F.N. Nature of liquid flow within a spherical container, [Knoxville], TN: University of Tennesse, December 1951.
Lindgren, E. Rune. The transition process and other phenomena in viscous flow, Arkiv for Fysik, Band 12, nr 1, 1957.
Honeycutt, Edward H., Jr. and Fred N. Peebles. Rheological properties of aqueous solutions of milling yellow dye, Knoxville, TN: University of Tennessee, August 1955
Pradow, John W. and Fred N. Peebles. The analysis of two-dimensional laminar flow utilizing a doubly refracting liquid, Knoxville, TN: University of Tennesse, June 1957.
Yih, C.S. Laminar free convection dut to a line source of heat, Fort Collins, CO: Colorado Agricultural and Mechanical College, Report no. 7, September 1952.
Yih, Chia-shun. Diffusion from a line source in laminar flow over a wedge and in blasius flow, [s.l.]: Proceedings of the First National Congress of Applied Mechanics, date? pp. 797-800.
Daily, James W. and Ronald E. Nece. Roughness and chamber dimension effects on induced flow and fricitonal resistance of enclosed rotating disks, Cambridge: Massachusetts Institute of Technology, Department of Civil and Sanitary Engineering, Hydrodynamics Laboratory, Technical report no. 27, May 1958.
Leite, Richard J. and Arnold M. Kuethe. An experimental investigation of the stability of axially symmetric poiseuille flow, Ann Arbor, Michigan: University of Michigan, Engineering Research Institute, Report control no. OSR-TR-56-2, November 1955.
DiPrima, R.C. The stability of viscous flow between rotating concentric cylinders with a pressure gradient acting round the cylinders, Troy, New York: Rensselaer Polytechnic Institute, Research Division, RPI MathRep No. 20, January 1959.
Brewster, D.B. and P. Grosberg and A.H. Nissan. The stability of viscous flow between horizontal concentric cylinders, [s.l., s.n., 19__?]. pp. 76-89.
Reid, W.H. The oscillations of a viscous liquid drop, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 32, February 1960.
Laird, A.D.K. Integration of the equations of motion, [s.l., s.n., 19__?]. v.p.
Fage, A. and V.M. Falkner. The Mechanics of Viscous Fluids, [s.l., s.n.,] 1930.
DiPrima, R.C. The Stability of Non-rotationally Viscous Flow Between Rotating Cylinders, Troy, NY: Rensselaer Polytechnic Institute, RPI MathRep no. 40, January 1961.
Kirchgassner, Klaus. Die Instabilitat Der Stromung Zwischen Zwei Rotierenden Zylindern Gegenuber Taylor-Wirbeln Fur Beliebige Spaltbreiten, [s.l., s.n.] 1960.
Mollo-Christensen, Erik. Energy Exchange and Stability Considerations in the Circulatory System, Cambridge, MA: Massachusetts Institute of Technology, Laboratory Report no. 61-7, May 1961.
Balloffet, Armando, Applicaciones del Aparato de Hele-Shaw, Ciencia y Tecnica, Volume 114, no. 575, 1950. pp. 191-206.
Macagno, Enzo Oscar. Estudio Experimental de Corrientes Plansa con el Aparto de Hele-Shaw, Ciencia y Tecnica, Volume 114, no. 576, 1950. pp. 243-276.
Lingren, E. Rune. Viscous Flow Phenomenon, Stockholm, Sweden: The Royal Institute of Technology, December, 1961.
Nash J.F. Laminar Mixing of a Non-uniform Stream with a Fluid at Rest, [s.l.,]: Aeronautical Research Council, September, 1961.
Rintel, Lionel and Paul Lieber. On the Stability of Viscous Flow Between Rotating Cylinders; Finite Gap, Berkeley, CA: University of California, Institute of Engineering Research, February 1963.
Walowit, J., S. Tsao and R.C. DiPrima. Stability of Flow Between Arbitrarily Spaced Concentric Cylindrical Surfaces Including the Effect of a Radial Temperature Gradient, Troy, NY: Rensselaer Polytechnic Institute, RPI MathRep. no. 61, August 1963.
Lindgren, E. Rune. Liquid Flow in Tubes. VI: Viscosity Data on Flows of Distilled Water Through Cylindrical Pipes, Arkiv for Fysik, 1962
Kimura, Kiyoji. Characteristics of Laminar Flow Through Rectangular Channel, Transactions of Japan Society of Civil Engineers, No. 96, August 1963. pp. 23-27.
Coles, Donald. Transition in Circular Couette Flow, Cambridge, MA: Harvard University, Division of Engineering and Applied Physics, April 1964.
DiPrima, R.C. and R. Sani. Two Papers on the Convergence of the Galerkin Method, Troy, NY: Rensselaer Polytechnic Institute, RPI MathRep no. 63, May 1964.
Howard, Louis N. The Number of Unstable Modes in Hydrodynamic Stability Problems, Journal de Mecanique, Vol. 3, no. 4, Decembre 1964.
Venezian, Giulio. Flow in a Precessing Spherical Enclosure 1. High Viscosity, Pasadena, CA: California Institute of Technology, Report no. 85-32. March 1966.
Sacks, Alvin H. and E. Glenn Tickner. Laminar Flow Regimes for Rigid-sphere Suspensions, Palo Alto, CA: Vidya Research and Development, Vidya report no. 213, Feb. 28, 1966.
Carver, Charles E., Jr. and Richard H. Nadolink. Measurement of Laminar Velocity Profiles with Non-Newtonian Additives Using Photomicroscopy, Amherst, MA: University of MAssachusetts, Engineering Research Institute, FML Technical report no. 1, September 1965.
Venzian, Giulio. Flow in a Precessing Spherical Enclosure, 2. Low Viscosity, Pasadena, CA: California Institute of Technology, Report no. 85-34, June 1966.
Holt, M. Separation of Laminar Boundary Layers on Cooled Re-entry Bodies, Proceedings of the XVIIth International Astronautical Congress, October 1966, pp. 393-401.
Binnie, A.M. The Effect of Viscosity Upon the Critical Flow of a Liquid Through a Constriction, Quarterly Journal of Mechanics and Applied Mathematics, Vol. 8, Part 4, December 1955, pp. 394-414.
Wu, J.C. and T. Yao-Tsu Wu. Generalized Rayleigh's Problem in Viscous Flows, Quarterly Journal of Mechanics and Applied Mathematics, Vol. 20 Part 4, November 1967, pp. 393-427.
Goldburg, A. and J.A. Fay. Vortex Loops in the Trails Behind Hypervelocity Pellets, Everett, MA: AVCO-Everett Research Laporabory, February 1962.
Cottrell, F. Richard. Thesis Digest: An Experimental Study of the Conformation of Polyisobutylene in a Hydrodynamic Shear Field, Cambridge, MA: Massachusetts Institute of Technology, Department of Chemical Engineering, July 1968.
Rubin, H. and C. Elata. Some Properties of General Linear Elastico-Viscous Liquids, Haifa, Israel: Israel Institute of Technology, Hydraulics Laboratory, October 1967.
Kidd, G.J., Jr. and G.J. Farris. Potential Vortex Flow Adjacent to a Stationary Surface, Oak Ridge, TN: Oak Ridge National Laboratory, Report no. ORNL-TM-2262, June 20, 1968.
Farris, G.J., et al. A Study of Vortex Flow, Oak Ridge, TN: Union Carbide Corporation, Nuclear Division, Computing Technology Center, Report no. CTC-7, March 17, 1969.
Binnie, A.M. Van Rossum's Investigation into the Viscous Lifting of Liquids, App. Sci. Res. 20, March 1969. pp. 268-271.
Gilbert, C. Gorman and John F. Ripken. Drag Reduction on a Rotating Disk Using a Polymer Additive, Viscous Drag Reduction, Plenum Press, 1969; St. Anthony Falls Hydraulic Laboratory, Tech. Paper no. 35, Series A.
Groat, Benjamin. Generalization in Theory of Dynamical Viscosity, Boston, MA: Massachusetts Linotyping Corporation, 1932.
Hassan, Nabil A. A Mathematical Solution of Flow of a Cell in a Tube, s.l.: James Cook University of North Queensland, Research Bulletin no. C7, December 1970.
Binnie, A.M. A Suggested Test of Miles' Inviscid Shear Flow Theory, J. Phys. D: Appl. Phys., 1970, Vol. 3.
Hassan, Nabil A. Drag of Axisymmetrical Bodies in a Gravitational Field, s.l.: James Cook University of North Queensland, Research Bulletin no. C6, November 1970.
Poreh, M. and C. Elata. An Analytical Derivation of Darcy's Law, Israel Journal of Technology, Vol. 4, no. 3, 1966. pp. 214-217.
Orth, William A. Linearized Secondary Flow Between Concentric Cylinders with a Narrow Annulus, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical Report no. 11, March 1970.
TURBULENCE
Shigemitsu, Yutaka. Vortex-Theory of Turbulence, Report of Transportation Technical Research Institute, Report no. 4, April 1953.
Robertson, James M. A Study of Turbulent Plane Couette Flow, Urbana, IL: University of Illinois, Department of Theoretical and Applied Mechanics, Report no. 141, January 1959.
Leighly, John B. Toward a Theory of the Morphologic Significance of Turbulence in the flow of Water in Streams, Berkeley, CA: University of California Publications in Geography, Vol. 6, no. 1, pp. 1-22, 1932.
Azad, Abdul Khaliq. Elementary Analysis of the Turbulent Plate Layer, Washington, D.C.: Catholic University of America, January 1959.
Polya, G. Sur Quelques Points de la Theorie des Probabilites, [s.l., s.n., 1932?].
Jarocki, W. Circulation Transversale Artificielle, [s.l., s.n.] 1949.
Weizsaecker, C.F. Das Spektrum der Turbulenz bei grossen Reynolds'schen Zahlen. [s.l., s.n., 19__?].
Corrsin, S. and J. Lumley. On the equations of Motion for a Particle in Turbulent Fluid, Appl. sci. Res., Section A, Vol. 6, 1956. pp. 114-116.
Munk, Max M. On the Supremacy of Viscosity in the Control of Turbulent Fluid Motion, Washington, D.C.: Catholic University of America, April 1956.
Kistler, Alan L. Measurement of Joint Probability in Turbulent Dispersion of Heat From Two Line Sources, Baltimore, MD: Johns Hopkins University, Departments of Aeronautics and Mechanical Engineering, January 1956.
Alexander, Lloyd G., Thomas Baron and Edward W. Comings. Transport of Momentum, Mass and Heat in Turbulent Jets, Urbana, IL: University of Illinois, Engineering Experiment Station, Bulletin Series no. 413, May 1953.
Schwarz, William H. Some Effects of Isotropic Turbulence on a Pendulum at Moderate Reynolds Number, Baltimore, MD: Johns Hopkins University, December 1956.
Reid, W.H. and D.L. Harris, The Similarity Spectra in Isotropic Turbulence Using Kovasznay's Form for the Transfer Function, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical Report no. 17, October 1958.
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Lahey, R.T. and S.J. Kline. A Stochastic Wave Model Interpretation of Correlation Functions for Turbulent Shear Flows, Stanford, CA: Stanford University, Thermosciences Division, Report MD-26, May 1971
Saffman, P.G. Lectures on Homogeneous Turbulence, Pasadena, CA: California Institute of Technology, Graduate Aeronautical Laboratories, 1966.
Reynolds, W.C. Computation of Turbulent Flows-State-of-the-Art, 1970, Stanford, CA: Stanford University, Thermoscience Division, Report MD-27, 1970.
Lumley, J.L. Structure of Inhomogeneous Turbulent Flows, Moscow: Proceedings of the International Colloquim, June 1965.
Lumley, J.L. Theoretical Aspects of Research on Turbulence in Stratified Flows, Moscow: Proceedings of the International Colloquium, June 1965.
Anwar, H.W. Measurements on Horizontal Buoyant Jet in Calm Ambient Fluid, with Theory Based on Variable Coefficient of Entrainment Determined Experimentally, s.l.: La Houille Blanche, no. 4-1972, 19__?.
Lin, C.C. On the Instability of Laminar Flow and its Transition to Turbulence, Reprint from Boundary Layer Research, Symposium Freiburg, August 1957. Berlin: Springer-Verlag. 1957
Binnie, A.M. and D.P. Harris. The Application of Boundary-Layer Theory to Swirling Liquid Flow Through a Nozzle, Quarterly Journal of Mechanics and Applied Mathematics, Vol. 3, Part 1, 1950.
Wortmann, F.X. Untersuchung instabiler Grenzschichtschwingungen in einem Wasserkanal mit der Tellurmethode, [s.l., s.n.] 1954.
Shen, S.F. Investigation of Turbulent Boundary Layer Over a Flat Plate in Compressible Flow by the Similarity Theory, Washington, D.C.: National Advisory Committee for Aeronautics, Technical Note 2543, 1951.
Mendelsohn, Robert A. and Josephine F. Polhamus. Effect of the Tunnel-wall Boundary Layer on Test Results of a Wing Protruding From a Tunnel Wall, Washington, D.C.: National Advisory Committee for Aeronautics, Technical note no. 1244, 1947
Bursnall, William J. and Laurence K. Loftin, Jr. Experimental Investigation of Localized Regions of Laminar-Boundary-Layer Separation, Washington, D.C.: National Advisory Committee for Aeronautics, Technical note 2338, 1951.
Higgins, Robert W. and Constantine C. Pappas. An Experimental Investigation of the Effect of Surface Heating on Boundary-Layer Transition on a Flat Plate in Supersonic Flow, Washington, D.C.: National Advisory Committee for Aeronautics, Technical note 2351, 1951.
Rubert, Kennedy F. and Jerome Persh. A Procedure for Calculating the development of Turbulent Boundary Layers Under the Influence of Adverse Pressure Gradients, Washington, D.C.: National Advisory Committee for Aeronautics, technical note 2478 September 1951.
Boldschmied, Fabio R. Skin Friction of Incompressible Tur-Bulent Boundary Layers Under Adverse Pressure Gradients, Washington, D.C.: National Advisory Committee for Aeronautics, Technical Note 2431, 1951.
Donaldson, Coleman duP. and Roy H. Lange. Study of the Pressure Rise Across Shock Waves Required to Separate Laminar and Turbulent Boundary Layers, Washington, D.C.: National Advisory Committee for Aeronautics, Technical note 2770, 1952.
Bidwell, Jerold M. Application of the Von Karman Momentum Theorem to Turbulent Boundary Layers, Washington, D.C.: National Advisory Committee for Aeronautics, Technical note 2571, 1951
Moore, Franklin K. Unsteady Laminar Boundary-Layer Flow, Washington, D.C.: National Advisory Committee for Aeronautics, Technical note 2471, 1951.
Brown, W. Byron and Patrick L. Donoughe. Tables of Exact Laminar-Boundary-Layer Solutions When the Wall is Porous and Fluid Properties are Variable, Washington, D.C.: National Advisory Committee For Aeronautics, Technical note 2479. 1951.
Lin, T.C. and S. A. Schaaf. Effect of Slip on Flow Near a Stagnation Point and in a Boundary Layer, Washington, D.C.: National Advisory Committee For Aeronautics, Technical note 2568, 1951.
Mager, Artur and Arthur G. Hansen. Laminar Boundary Layer over Flat Plate in a Flow Having Circular Streamlines, Washington, D.C.: National Advisory Committee for Aeronautics, Technical Note 2658, 1952.
Loitsianskii, L.G. Integral Methods in the Theory of the Boundary Layer, Washington, D.C.: National Advisory Committee for Aeronautics, Technical memorandum no. 1070, 1944.
Loitsianskii, L.G. Approximate Method of Integration of Laminar Boundary Layer in Incompressible Fluid, Washington, D.C. National Advisory Committee for Aeronautics, Technical Memorandum 1293, 1951.
Gortler, H. Displacement Effect of the Laminar Boundary Layer and the Pressure Drag, Washington, D.C.: National Advisory Committee for Aeronautics, Technical memorandum 1315, 1951.
Pretsch, J. The Excitation of Unstable Perturbations in a Laminar Friction Layer, Washington, D.C.: National Advisory Committee for Aeronautics, Technical Memorandum 1343, 1952.
Wieghardt and W. Tillmann. On the Turbulent Friction Layer for Rising Pressure, Washington, D.C.: National Advisory Committee for Aeronautics, Technical memorandum 1314, 1951.
Hama, Francis R. Boundary-Layer Characteristics for Smooth and Rough Surfaces, Transactions of the Society of Naval Architects and Marine Engineers, Volume 62, 1954.
Mager, Artur. Incompressible Non-Meridional Boundary Layer Flow on Bodies of Revolution, China Lake, CA: U.S. Naval Ordnance Test Station, Report NOTS 942, NAVORD Report 3366, Sept. 1954.
Craya, A.E. and J.W. Delleur. An Analysis of Boundary Layer Growth in Open Condiuts Near Critical Regime, New York: Columbia University, Department of Civil Engineering, 1952.
von Karman, TH. and C.B. Millikan. On the Theory of Laminar Boundary Layers Involving Separation, Washington, D.C.: National Advisory Committee For Aeronautics, 1934.
Dryden, Hugh L. Computation of the Two-Dimensional Flow in a Laminar Boundary Layer, Washington, D.C.: National Advisory Committee for Aeronautics, Report no. 497, 1934.
Kuo, Y.H. and Donald Earl Ordway. Second-order Boundary-layer Theory of the Viscous Flow Along a Flat Plate moving at High Supersonic Speeds, Ithaca, New York: Cornell University, Graduate School of Aeronautical Engineering, 19__?
Kline, Stephen J. and Peter W. Runstadler. Some Preliminary Results of Visual Studies on the Flow Model of the Wall Layers of the Turbulent Boundary Layer, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report MD-3, 1958.
Landweber, L. Generalization of the Logarithmic Law of the Boundary Layer on a Flat Plate, [s.l., s.n.] 1957.
Einstein, H.A. and Huon Li. A Dynamic Model for the Viscous Sublayer of a Turbulent Flow along a Smooth Boundary, [s.l., s.n.] 19__?
Landweber, L. and T.T. Siao. Comparison of Two Analyses of Boundary-Layer Data on a Flat Plate, Journal of Ship Research, March 1958.
Dunn, D.W. and C.C. Lin. On the Stability of the Laminar Boundary Layer in a Compressible Fluid, Journal of the Aeronautical Sciences, Vol. 22, no. 7. July 1955.
Weske, John R., et al. Experimental Study of Detail Phenomena of Transition in Boundary Layers, College Park, Maryland: University of Maryland, The Institute for Fluid Dynamics and Applied Mathematics, Technical Note BN-91. February 1957.
Schubauer, G.B. and W.G. Spangenberg. Forced Mixing in Boundary Layers, Washington, D.C.: National Bureau of Standards Report, NBS report 6107, August 1958.
Siegel, Robert. The Effect of Heating on Boundary Layer Transition for Liquid Flow in a Tube, Cambridge, Massachusetts, Massachusetts Institute of Technology, Department of Mechanical Engineering, June 1953.
Granville, Paul S. The Determination of the Local Skin Friction and the Thickness of Turbulent Boundary Layers from the Velocity SImilarity Laws, s.l.: Department of the Navy, David Taylor Model Basin, Report 1340, October 1959.
Preston, J.H. The Minimum Reynolds Numbers for Turbulent Boundary Layers and the Functions of Transition Devices, [s.l., s.n.] January 1957.
Gartrell, Harold E. On the Oscillations of Free Convection Boundary Layers, Wright-Patterson Air Force Base, Ohio: Institute of Technology, Air University, School of Engineering, September 1959.
von Karman, Th. and C.B. Millikan. On the Theory of Laminar Boundary Layers Involving Separation, Washington, D.C.: National Advisory Committee for Aeronautics, 1934.
Escande, Leopold. Influence de l'elimination de la couche limite sure le fonctionnement des grands ouvrages hydrauliques, [s.l., s.n.] March 1951.
Kendall, James M., Jr. Experimental Study of a Compressible Viscous Vortex, Pasadena, CA: California Institute of Technology, Jet Propulsion Laboratory, Technical Report no. 32-290, June 1962.
Lin, C.C. and D.J. Benney. On the Instability of Shear Flows, Proceedings of Symposia in Applied Mathematics, Vol. 13, Hydrodynamic Instability, 1962.
Greenspan, H.P. and D.J. Benney. On Shear-layer Instability, Breakdown and Transition, Journal of Fluid Mechanics, Vol. 15, part 1, 1963.
Drazin, P.G. and L.N. Howard. The Instability to Long Waves of Unbounded Parallel Inviscid Flow, Journal of Fluid Mechanics, Vol. 14, part 2, 1962.
Howard, Louis N. Neutral Curves and Stability Boundaries in Stratified Flow, Journal of Fluid Mechanics, Vol. 16, part 3, 1963.
Benney, D.J. Finite Amplitude Effects in an Unstable Laminar Boundary Layer, The Physics of Fluids, Vol. 7, no. 3, March 1964.
Schade, H. Contribution to the Nonlinear Stability Theory of Inviscid Shear Layers, The Physics of Fluids, Vol. 7, no. 5, May 1964.
Haering, George W. and Pascal A. Zanzono. Flow in the Stem Section of a Radial Diffuser. Buffalo, New York: State University of New York, School of Engineering, Department of Mechanical Engineering, Mechanical Engineering Research report no. 9, May 1962.
Mayle, Robert E. A Study of Compressible Boundary Layer Flow and Laminar Flow Stability, Buffalo, New York: State University of New York, School of Engineering, Department of Mechanical Engineering, Mechanical Engineering Research Report no. 12, May 1962.
Coles, Donald. Transition in Circular Couette Flow, Cambridge, Massachusetts, Harvard University, Division of Engineering and Applied Physics, April 1964.
Dalton, Charles and Frank D. Masch. Separation in a Non-Uniform Shear Flow, Austin, Texas, University of Texas, Hydraulic Engineering Laboratory, Tech. Rep. HYD 04-6402, September 1964.
Miles, John W. and Louis N. Howard. Note on a heterogeneous shear flow, Journal of Fluid Mechanics, Vol. 20, part 2, 1964.
Craven, A.H. Boundary Layers with Suction and Injection, Cranfield: The College of Aeronautics, September 1960.
Wilson, R.E. Real Gas Laminar Boundary Layer Skin Friction and Heat Transfer, Silver Spring, Maryland: U.S. Naval Ordnance Laboratory, April 1960.
Dalton, Charles and Frank D. Masch. The Influence of Secondary Flows on Drag Forces, Austin, Texas: University of Texas, Hydraulic Engineering Laboratory, Tech. Rep. HYD 04-6503, July 1965.
Tennekes, H. Wall Region in Turbulent Shear Flow of Non-Newtonian Fluids, The Physics of Fluids, Vol. 9, no. 5, May 1966.
Jonsson, Ivar G. On the Statistical Variation of the Shear Stress on a Smooth Boundary in Turbulent Flow, Copenhagen, November 1964.
Hoppman, W.H. and E. Kiss. Rectinlinear Fluid Flow Generator of Oscillating Type, Troy, New York: Rensselaer Polytechnic Institute, August 1966.
Bakewell, Henry Palmer, Jr. An Experimental Investigation of the Viscous Sublayer in Turbulent Pipe Flow, University Park, Pennsylvania: Pennsylvania State University, Department of Aerospace Engineering, September 1966.
Hsieh, Din-Yu. A Stability Analysis of Superposed Fluids, Pasadena, California: California Institute of Technology, Division of Engineering and Applied Science, Report no. 85-35, September 1966.
Liu, C.K., S.J. Kline and J.P. Johnston. An Experimental Study of Turbulent Boundary Layer on Rough Walls Stanford, CA: Stanford University, Department of Mechanical Engineering, Report MD-15, July 1966.
Schraub, F.A. and S.J. Kline, A Study of the Structure of the Turbulent Boundary Layer with and Without Longitudinal Pressure Gradients, Stanford, CA: Stanford University of Mechanical Engineering, Report MD-12, March 1965.
Phillips, O.M. The Maintenance of Reynolds Stress in Turbulent Shear Flow, Journal of Fluid Mechanics, Vol. 27, part 1, 1967.
Warsi, Z.U.A. Periodic Boundary Layer on a Sphere Performing Torsional Oscillations in a Non-Newtonial Fluid, Roorkee, India: Irrigation Research Institute, [19__?]
Kopp, August. Ermittlung Raumlicher Stromungsvorgange mit Hilfe des Farbanstrichverfahrens, [s.l., s.n.] 1933.
Lumley, J.L. The Reduction of Skin Friction Drag, Fifth Symposium - Naval Hydrodynamics - Ship Motion - Drag Reduction. Office of Naval Research, Dept. of the Navy. [19__?]
Fabula, A.G., J.L. Lumley and W.D. Taylor. Some Interpretations of the Toms Effect, New York: Academic Press, Inc., Reprinted from Modern Developments in the Mechanics of Continua, 1966.
Bakewell, Henry P. Jr. and John L. Lumley. Viscous Sublayer and Adjacent Wall Region in Turbulent Pipe Flow, The Physics of Fluids, Vol. 10, no. 9, September 1967.
Baruah, S.K. Transition from Laminar to Turbulent Boundary Layer in an Oscillatory Rough Surface, Journal of the Assam Science Society, Vol. IV, 1961.
Baruah, S.K. Drag on a Rough Oscillating Plate, Journal of the Institution of Engineers (India), Vol. XLII, no. 7 Part CI.4, March 1963.
Elswick, Roy Cassel. Investigation of a Theory for the Structure of the Viscous Sublayer in Wall Turbulence, University Park, Pennsylvania, The Pennsylvania State University, Department of Aerospace Engineering, July 1967.
Kaplan, E.E. and John Laufer. The Intermittently Turbulent Region of the Boundary Layer, Los Angeles, CA: University of Southern California, School of Engineering, November 1968.
[List of references of viscous sub-layers. s.l., s.n. 1968.]
Meyer, K.A. and S.J. Kline. A Visual Study of the flow Model in the Later Stages of Laminar-turbulent Transition on a Flat Plate, Stanford, Ca: Stanford UniverSity, Department of Mechanical Engineering, Report MD-7, December 1961.
Soo, S.L. Boundary Layer Motion of a Gas-solid Suspension, Urbana, Illinois: University of Illinois, October 1961.
Killen, John M. and John Almo. An Experimental Study of the Effects of Dilute Solutions of Polymer Additives on Boundary Layer Characteristics, New York: Plenum Press, Reprinted from Viscous Drag Reduction, 1969.
Cermak, J.E. and S.P.S. Arya. Problems of Atmospheric Shear Flows and their Laboratory Simulation, Dordrecht, Holland: D. Reidel Publishing Company, Boundary-Layer Meteorology, 1970.
Benedini, Marcello. Correnti di Strato Likite e Sforzi Tangenziali sul Fondo a Valle di una Paratoia Sollevata, Istituto di Idraulica Dell'University di Padova Studi e Richerchi, no. 259, 1966-1967.
Poreh, M. and E. Hefez. Initial Scour and Sediment Motion Due to an Impinging Submerged Jet, s.l., International Association for Hydraulic Research, [19__?].
Wheeler, A.J. and J.P. Johnston. Three-Dimensional Turbulent Boundary Layers-Data Sets for Two-Space Coordinate Flows, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report MD-32, August 1972.
MODELS AND DIMENSIONAL PARAMETER
Maggiolo, O.J. Sur les Dispostifs a Haute Rugosite Dans les Modeles Distordus a Fond Fixe, Montevideo, Uruguay: Instituto de Maquinas, Publication no. 14, 1954.
Faure, J. Problems Hydrauliques Traites par L'Analogie Electrique Comparaison Avec Des Modeles Hydrauliques, France: l'Association Internationale de Recherches Hydrauliques. September 1955.
Corrsin, Stanley. Dimensional Analysis and Similarity, Cambridge, Massachusetts: Proceedings of the First Symposium on the Use of Models in Geophysical Fluid Dynamics, September 1953.
Reynolds, O. On Certain Laws Relating to Rivers and Estuaries Scientific Papers, [s.l., s.n.] 19__?
McDowell, D.M. A New Attitude Towards Design of Tide Models, [s.l.]: International Association for Hydraulic Structures Research, September 1949.
Ecole Nationale Superieure d'Electortechnique d'Electronique et d'Hydraulique. Laboratories d'Hydraulique et de Mecanique de Fluides, Toulouse, France: Institut de Mecanique des Fluides, 1959.
[Ontario Hydro's St. Lawrence Models, s.l., s.n., 19__?]
O'Shaughnessy, P.S. Conformity Between Model and Prototype Civil Engineering, Vol. 11, no. 8, August 1941.
[Various Authors] Conformity Between Model and Prototype, New York: American Society of Civil Engineers, Paper no. 2207, 1944.
Angelin, Stig. Model Testing at Sweden's Alkarleby Hydraulic Laboratory, Electric Light and Power, July 1, 1960.
Abbott, M.R. L'influence de la Force de Coriolis sur les Courants de Maree Dans un Estuaire Exponential, La Houille Blanche. Sept-Oct 1960.
[Waterways Experiment Station photography, s.l., s.n. 19__?]
O'Brien, Morrough P. Checks on the Model for Hydraulic Structures, Transactions of the American Geophysical Union, 1932.
Buckingham, E. The Deduction of the II Theorem, [s.l., s.n.] 19__?
Camichel, M. and M. Escande. Study of Hydrotechnical questions by means of laboratory researches on reduced scale models. Theoretical and experimental research on the law of similitude, Brussels, Belgium: Permanent International Association of Navigation Congresses, 1931.
Vogel, Herbert D. Hydraulic Laboratory Results and Their Verification in Nature, Transactions of the American Society of Civil Engineers Vol. 101, 1936.
Meyer-Peter, E. Study of Hydrotechnical Questions by Means of Laboratory Researches on Reduced Scale Models. Comparison of the Results of Such Researches with Those of Direct Observation of the Natural Phenomena, With a View to Ascertaining How Far the Law of Similitude is True, Brussels, Belgium: Permanent International Association of Navigation Congresses, 1931.
Rohringer, A. Laboratory Experiments with a View to the Regularising of Rivers, Brussels, Belgium: Permanant International Association of Navigation Congresses, 1931.
De Marchi, Giulio. Study of Hydrotechnical Questions by Means of Laboratory Researches on Reduced Scale Models, Brussels, Belgium: Permanente International Association of Navigation Congresses, 1931.
Quijano, P.M.J. Tests based Upon Models and Upon Equations of Hydraulics, Brussels, Belgium: Permanent International Association of Navigation Congresses, 1931.
Seifert, Rudolf. The Study of Hydrotechnical Questions with the Aid of Laboratory Experiments with Small Scale Models, Brussels, Belgium: Permanent International Association of Navigation Congresses, 1931.
Smrcek, Antonin and Jan Smetana. Study of Hydrotechnical Questions by Means of Laboratory Researches on Reduced Scale Models, Brussels, Belgium: Permanent International Association of Navigation Congresses, 1931.
Ehrenberger, R. Modellversuche mit Auffanggeraten, [s.l., s.n.] 1933.
Lewis, Gilbert N. Ultimate Rational Units and Dimensional Theory, Philosophical Magazine, Vol. xlix, April 1925.
Brooks, F.A. Technical System of Dimensional Units, Journal of Engineering Education, Vol. XXV, no. 3, November, 1934.
Wilm, H.G. Notes on Analysis of Experiments Replicated in Time, Biometrics Bulletin, Vol. 1, April 1945.
Macagno, Enzo Oscar. Semejanza Mecinica, su Aplicacion a la Hidraulica, Ciencia y Tecnica, Vol. 116, no. 585, 1951.
Nelson, Martin E. and James J. Hartigan. Hydraulic Similarity in Model and Prototype Locks, [s.l., s.n.] 19__?
Buckingham, E. Model Experiments and the forms of Empirical Equations By, Transactions of the American Society of Mechanical Engineers, Vol. 37, 1915.
Hubbert, M. King. Theory of Scale Models as Applied to the Study of Geologic Structures, Bulletin of the Geological Society of America, Vol. 48, 1937.
Hogan, M.A. and E.F. Gibbs. Similarity and its Application to Problems of Fluid Motion, [s.l., s.n.] 19__?
Durand, W.F. Investigation of Surge Phenomena by Means of Model Experiments, San Francisco, CA: [s.n.] 1913.
Valembois, J. Etude d'un Appareil Permettant la Reproduction de l'onde Maree Dans un Modele D'Estuaire s.l.: International Association for Hydraulic Structures Research, Septembre 1949.
[Estudio en Modelo Reducido del Escurrimiento a Traves de las Compuertas del Dique Neuquen, s.l., s.n. 19__?]
Spitzglass. J.M. Similarity: Limitations in Its Application to Fluid Flow, Transactions of the American Society of Mechanical Engineers, 1929.
Ehrengerger, R. Modellversuche betreffend das Donauwerk Ybbs-Persengeug, [s.l., s.n.] 1940.
Stevens, J.C. The Use of Models in Predicting Flow Characteristics through Hydraulic Structures, [s.l., s.n.] 1931.
Schindler, Richard. Scale Effect in Hydraulic Models, [s.l., s.n.] 19__?
[Hydraulic Models photographs, s.l., s.n. 19__?]
Hickox, G.H. ahd C.E. Bentzel. Distorted versus Undistorted Models for Hydraulic Research, s.l.: Tennessee Valley Authority, Association of Hydraulic Engineers, September 1936.
Nordstrom, H.F. Nagra Resultat Fran K. Tekniska Hogskolans Skeppsbyggnadslaboratorium, [s.l., s.n.] November 1929.
Kidder, A.W. Hydraulic Similarity in Discharge over Small Models of Keokuk Dam, [s.l., s.n.] 1947.
North Pacific Division, Hydraulic Model Basin. Design of a Model of the Estuary of the Columbia River, s.l., s.n.] 1934.
Tietjens, O.G. The Use of Models in Aerodynamics and Hydrodynamics, Transactions of the American Society of Mechanical Engineers, 1932.
Seifert, R. Ueber Tiefenverzerrung und Gefalleverstarkung im Wasserbaulichen Modellversuch, [s.l., s.n.] 1937.
U.S. Army Corps of Engineers. Comparative Maps for Model Accuracy Study, [s.l., s.n.] 1935.
[Model Laws. s.l., s.n. 19__?]
Marzolo, Francesco. Notes on the Theory of Hydraulic Experiments with Models, Some Considerations Regarding Hydraulic Models, New York, NY: American Society of Mechanical Engineers, 1929.
Reynolds, Kenneth C. Notes on the Theory of Hydraulic Experiments with Models, Notes on the Laws of Hydraulic Similitude as Applied to Experiments with Models, New York, NY: American Society of Mechanical Engineers, 1929.
Chick, Alton C. Notes on the Theory of Hydraulic Experiments with Models, Dimensional Analysis and the Principle of Similitude as Applied to Hydraulic Experiments with Models, New York, NY: American Society of Mechanical Engineers, 1929.
O'Brien, Morrough P. Analysis of Current Measurements in Longview Log Pond, [s.l., s.n.] 1935.
Carmichel, Beau and Escande. La Similitude des Ouvrages Courts; Experiences sur la Grande Forme de Radoub du Port du Havre, [s.l., s.n.] 1932.
Vogel, Herbert D. Practical Laboratory Hydraulics, [s.l., s.n.] 1933.
Eaton, Herbert N. Report on Elbe Versuche Conducted at the Versuchsanstalt fur Wasserbau und Schiffbau in Berlin, [s.l., s.n.] 1928.
U.S. Army Corps of Engineers. Model Accuracy Reports nos. 1-6, [s.l., s.n.] 1935.
U.S. Army Corps of Engineers. Model Accuracy, Part 1 [s.l., s.n.] 1935.
U.S. Army Corps of Engineers. Model Accuracy, Part 2 [s.l., s.n.] 1935.
U.S. Corps of Engineers, Model Accuracy Report no. 5, [s.l., s.n.] 1935.
U.S. Corps of Engineers, Model Accuracy Report no. 6, [s.l., s.n.] 1935.
U.S. Corps of Engineers, Channel Capacity Study, [s.l., s.n.] 1935.
U.S. Corps of Engineer, Check of Data Used in Channel Capacity Study, Vicksburg, Mississippi: U.S. Waterways Experiment Station, Mississippi River Commission, 1935.
Johnson, J.W. Accuracy of Movable-bed Models, Washington, D.C.: Soil Conservation Service, 1937.
[Severn Tidal Model. s.l., s.n. 19__?]
Vogel, Herbert D. River Laboratory Hydraulics, [s.l., s.n.] 19__?
De Marchi, Giulio and Francesco Marzolo. Hydraulic Models, Italy: University of Padua, Institute of Hydraulics and Hydraulic Structures, 1958.
Marzolo, Francesco. River Hydraulics Models, Italy: University of Padua, Institute of Hydraulics and Hydraulic Structures, 1958.
Tonini, Dino. Economical Point of View of the Technical Use of Models, Italy: University of Padua, Institute of Hydraulics and Hydraulic Structures, 1958.
Ghetti, Agusto, Modelli Fluviali, [s.l., s.n.] 19__?
Tonini, Dino, Operative Models, Italy: University of Padua, Institute of Hydraulics and Hydraulic Structures, 1959.
Ghetti, Augsto. Theoretical Aspects of Model Investigations for Water Power Developments with Surge Shafts, Italy: University of Padua, Institute of Hydraulics and Hydraulic Structures, 1959.
Ghetti, Augusto and Egidio Indri. Hydraulic model for the Operation of Storage Reservoirs in the Piave-Boite-Mae-Vaiont Hydroelectric Development, Italy: University of Padua, Institute of Hydraulics and Hydraulic Structures, 1959.
Ghetti, Augusto. Richerche su Modelli Idraulici, Italy: University of Padua, Institute of Hydraulics and Hydraulic Structures, 1955.
Hydraulic Research & Experiment Station, Delta Barrage, United Arab Republic, Ministry of Public Works. Experimental Study for the Surge Basin of the Aswan Dam Hydro-Electric Power Plant, Bulletin no. 4. Cairo: General Organisation for Government Printing Office, 1961.
Harleman, Donald F.R., et al. Circulation and Thermocline Development in a Rotating Lake Model, Ann Arbor: University of Michigan, Great Lakes Research Division, Pub. no. 11, 1964.
Clestre, Pietro. Generalized Theory of Dimensional Analysis and Similitude, Rome: Universita di Roma, Instituto di Idraulica, 1956.
U.S. Army Corps of Engineers. Report of Conference with Hydraulics Consultants on Model Laws for Fluid Phenomena Involving Air and Water, Vicksburg, Mississippi: Waterways Experiment Station, May 1949.
Murphy, Glenn. Methods of Analog Solutions for Engineering Problems, New York: American Society of Civil Engineers, Convention Preprint paper no. 46, 1952.
MODELS AND DIMENSIONAL PARAMETER
Hom-ma, Masashi. Fluid Resistance in Water Flow of High Froud Number, Proceedings of the 2nd Japan National Congress for Applied Mechanics, 1952.
Irmay, S. On Steady Flow Formulae in Pipes and Channels, International Association for Hydraulic Structures Research, 1949.
Almeras, P. Del la Notion de Perte de Charge Singuliere, International Association for Hydraulic Structures Research, 1949.
Schnackenberg, E.C. Slope Discharge Formulae for Alluvial Streams and Rivers, Wellington: New Zealand Institution of Engineers, 1951.
Yassin, Ahmed M. Mean Roughness Coefficient in Open Channels with Different Roughnesses of Bed and Side Wall, [s.l., s.n., n.d.]
Lee, Ming, et al. Gradually Varied Flow in Uniform Channels on Mild Slopes, Urbana, IL: University of Illinois, Bulletin no. 404, 1952.
Einstein, H.A. Flow on a Moveable Bed, Proceedings of the Second Hydraulics Conference,1943.
Kerr, John A. Experiments on a Rectangular Flume with Sides of Glass and a Bed of Two Superimposed Roughnesses, [s.l., s.n.] 1953.
Ehrenberger, R. Wasserbewgung in Steilen Rinnen (Schusstennen) mit besonderer Berucksichtigung, (a translation of) [s.l., s.n.] 1926.
Einstein, H.A. Bed-Load Movement, [s.l., s.n.] 1942.
Pamser, C.E. The Flow of Water in the Main Diversion Floodway of the Little River Drainage District in Southeast Missouri, Washington, D.C.: United States Department of Agriculture, Soil Conservation Service, April 1939.
Binnie, A.M. The Passage of a perfect Fluid Through a Critical Cross-Section of `Throat', Proceedings of the Royal Section, Volume 197, 1949.
Hom-ma, Masshi and Sukeyuki Shima. On the Flow in a Gradually Diverged Open Channel, The Japan Science Review, Vol. 2, no. 3, 1952.
Lansford, Wallace M. and William D. Mitchell. An Investigation of the Backwater Profile for Steady Flow in Prismatic Channels, Urbana, IL: University of Illinois, Bulletin no. 381 March 1949.
Keulegan, Garbis H. Determination of Critical Depth in Spatially Variable Flow, Proceedings of the Second Midwestern Conference on Fluid Mechanics 1952.
Pierce, C.H. The Effects of Velocity Distribution on Stream-Flow Phenomena, [s.l., s.n.] 1939.
Iwasa, Yoshiaki. Undular Jump and its Limiting Condition for Existence, Fifth Japan National Congress for Applied Mechanics, 19__?
Citrini, Duilio. Lo Stramazzo a Pianta Circolare, Milano: Instituto di Idraulica e Construzioni Idrauliche, 1951.
Tsubaki, Toichiro. Theory of Hydraulic Jump, Reported of the Research Institute for Fluid Engineering, Vol. 6, no. 2, 1950.
van Rinsum, Anton. Der Abflub in Offenen Naturlichen Wasserlaufen, Berlin: s.n. 1950.
Toebes, C. Non-uniform Stream Flow, [s.l., s.n.] 19__?
Novak, P. Backwater Curve for Non-Uniform Flow in Open Channels. Two new Formulae, International Association for Hydraulic Structures Research. 1949.
De Marchi, Guilio, Sul Cambiamento di Regime di una Corrente Lineare a Pelo Libero in un Alveo di Sezione Costante, Milano: Instituto di Idraulica e Costruzioni Idrauliche, 1950.
Powell, R.W. and C.J. Posey. Tests of the Flow of Water in a Smooth V-Shaped Flume, Allenspark, CO: Rocky Mountain Hydraulic Laboratory, Report no. 21, 1957.
Jaeger, Charles. Contribution a l'etude des courants liquides a surface libre, Bulletin Technique de la Suisse Romande, 1943.
Blanchet, Charles. Sur le Probleme des Remous et des Pertes de Charge Produits par les Singularites dans les Canaux et Rivieres, La Houille Blanche, Numero 1 November 1945.
Formica, Gianni. Nota Sui Profili Di Rigurgito delle Correnti Permanenti Gradualmente Variate Defluenti in Gallerie Cilindriche, Milano: Instituto di Idraulica e Costruzioni Idrauliche, 1952.
Irmay, S. Identite des Formules Rationnelles et Empiriques de l'Ecoulement Permanent en Conduites et Canaux, [s.l., s.n.] 1953.
Ghetti, Augusto. Distribuzione delle Velocita all'interno e Sforzi di Scorrimento al contorno Nelle Correnti a Regime Uniforme, Milano: Societa Editrice Riviste Industrie Electtriche, 1950.
Putzinger, Josef. Geometrisch-physikalische Forgerungen aus dem Widerstandsgestz, [s.l., s.n.] 1937.
Liu, H.K., et al. Backwater Effects of Piers and Abutments, Fort Collins, CO: Colorado State University, Civil Engineering Section, October 1957.
Lin, Kuang-ming and Melville S. Priest. The Hydraulic Jump Over a Plane Inclined Bottom, Auburn, Alabama: Alabama Polytechnic Institute, Engineering Experiment Station, Bulletin no. 30, April 1958.
Yih, Chia-Shun and C.R. Guha. Hydraulic jump in a Fluid System of Two Layers, Iowa City, Iowa: State University of Iowa, Reprints in Engineering no. 137, 1955.
Moore, Walter L. and Carl W. Morgan. Some Characteristics of the Hydraulic Jump at an Abrupt Drop in a Rectangular Channel, [s.l., s.n.] 19__?
Gorbachev, P.F. Fluid Flow Velocity Formulas, [s.l., s.n.] 1936.
Martinec, Jaroslav. Vliv Drsnosti Koryta na Pohyb Vody ve Vodnich Tocich, [s.l., s.n.] 1958.
VanVeen, Joh. Rapporten en Mededeelingen van den Rigkswaterstaat, [s.l., s.n.] 1937.
Iwasa, Yoshiaki. The Criterion for Instability of Steady Uniform Flows in Open Channels, Memoirs of the Faculty of Engineering, Kyoto University, Vol, XVI, no. VI, Oct. 1954.
Keulegan, Garbis H. Laws of Turbulent Flow in Open Channels, Journal of Research of the National Bureau of Standards, Volume 21, December 1938.
Marchi, Enrico. Il Movimento Uniforme nelle Correnti a pelo Libero, Roma: Consiglio Nazionale delle Richerche, 1956.
Marchi, Enrico. Esperienze di Moto Uniforme Su Correnti a Pelo Libero in Modelli di Canali Artificialmente Scabri, [s.l., s.n.] 1957.
Marchi, Enrico. Alcune Considerazioni Sulle Formule Practiche del Moto Uniforme, Estratto dal Fascicolo, Vol. XXXV, no. 9, 1958.
Iwasa, Yoshiaki. Hydraulic Significance of Transitional Behaviours of Flows in Channel Transitions and Controls, Memoirs of the Faculty of Engineering, Kyoto University, Vol. XX, no. 4, 1958
Iwasa, Yoshiaki. General Theory on Steady Behaviors of Open Chanel Flows by Means of One Dimensional Procedures of Analysis, Memoirs of the Faculty of Engineering Kyoto University, Vol. XXI, Part 4, 1959.
Paderi, Ferdinando. Sulla Chiamata Di Sbocco in Canale a Fondo Acclive, Milano: Societa Editrice Riviste Industrie Elettriche, 1959.
Agroskin, J.I. Hydraulic Design of Channels, [s.l., s.n.] 1935.
Hesse Flume Company. Hess Flumes. Denver, CO: Hess Flume Company, 1914.
Posey, C.J. and R.W. Powell. Water-surface Profiles and Velocity Distributions for Flow in a Long Uniform Channel, Allenspark, CO: Rocky Mountain Hydraulic Laboratory, Report no. 26, April 1961.
Reinius, Erling. Steady Uniform Flow in Open Channels, Transactions of the Royal Institute of Technology, Number 179, 1961.
Higasinaka, Hideo. On the Vertical Velocity Curve and the Co-efficient of Eddy Viscosity in the Yangtze-kiag, Journal of the Shanghai Science Institute, Sect. 1 Vol. 1, 1935.
Marzolo, Francesco. Sul Dimensionamento Economico dei Canali e Condotte Negli Impianti Idroelettrici, Milano: Societa Editrice Riviste Industrie Elettriche, 1940.
Nomitsu, Takaharu and Takuichi Matsuzaki. On the Vertical Distribution of Eddy Viscosity in Rivers, Kyoto, Aapan: Geophysical Institute, Kyoto Imperial University, 1936.
Izzard, Carl F. Importance of Drainage Design in Highway Construction, Berkeley, CA: University of California, Institute of Transportation and Traffic Engineering, Information Circular, No. 18, March 1951.
Ugolini, G.B. Considerazioni Sulle Condizione Idrauliche dei Conali di Scolo Nelle Bonifiche, [s.l., s.n.] 1931.
Lauffer, Harald. Druck, Energie und Fliesszustand in Gerinnen mit Grossem Gefalle, [s.l., s.n.] 1935
Keulegan, Garbis. The Equation of Motion for the Steady Mean Flow of Water in Open Channels, [s.l., s.n.] 1942.
Mockmore, C.A. Flow around Bends in Open Channels, [s.l., s.n.] 1940.
Lindquist, Erik. Formler for Berakning av Medelhastigheten I Oppna Ledningar [s.l., s.n.] 1926.
Woods, F.W. Open-Flow Hydraulics, [s.l., s.n.] 1938.
Seeley, John C. Steady, Non-Uniform Flow in Open Channel, [s.l., s.n.] June 1936.
Durand, W.F. The Flow of Water in Channels under Steep Gradients, Engineering, July, 1939.
Perazzo, Roberto J. and Alberto A. Lagos. Estudio del Movimiento Turbillonario, en Canalizaciones Rectangulares, Producido por Columnas que Interrumpen una Corriente de Aqua, y su Comparacion con Tabiques Longitudinales, Boletin de Obras Sanitarias de la Nacion, 1938.
Jorissen, Andre. Contribution a L'Etude du Deversoir Circulaire en Mince Paroi, Revue Generale de l'Hydraulique, No. 31, 1943.
Boess, Paul. Berechnung der Wasserspiegellage, [s.l., s.n.] 1927.
U.S. Waterways Experiment Station. The Effect of Geometric and Slope Distortion on the Distribution of Energy and Tractive Force in Stream Cross-Sections, Vicksburg, Mississippi: U.S. Waterways Experiment Station, January 1936.
U.S. Waterways Experiment Station. Velocity Contours in a Flume Cross-Section, Vicksburg, Mississippi: U.S. Waterways Experiment Station, 19__?
Corps of Engineers, U.S. Army. Superelevated Flow in Curved Open Channels, Los Angeles, CA U.S. Engineer Office, December 1945.
Corps of Engineers, U.S. Army. Island 20 Model, [s.l., s.n.] 19__?
Ramponi, Francesco. Contributo Superimentale al Calcolo dei Canali a Piccole Velocita, Milano: Societa Editrice Riviste Industrie Elettriche, 1937.
Blench, T. Standing Wave Problems, The Engineer, August 1937.
Velatta, Massimo. Sulle Colmate, [s.l., s.n.] 1935.
Engel, V.A.E. Non-uniform Flow of Water, The Engineer, April 1933.
Veronese, Alessandro. Rilievi Sperimentali Sugli Sbocchi Liberi, Milano: Societa Editrice Riviste Industrie Elettriche, 1948.
Eakin, Henry M. Flow at River Bends, [s.l., s.n.] 1933.
Anonomous. Notes on Flow in Open Channels, [s.l., s.n.] 19__?
Rouse, Hunter. Verteilung der Hydraulischen Energie Bei Einem Lotrechten Absturz, [s.l., s.n.] 1933.
Rehbock, Th. Compilation of the Most Important Formulas of Practical Hydraulics, [s.l., s.n.] 1929.
De Marchi Giulio. Saggio di Teoria del Funzionamento Degli Stramazzi Laterali, [s.l., s.n.] 1934.
Macagno, Enzo Oscar. Sobre Longitud del Remanso, Ingenieria Internacional Construccion, Noviembre 1950.
Ramponi, Francesco. Ricerche Sperimantali sui Partitori a Prisma, Milan: Industrie Grafiche Italiante Stucchi, 1942.
Ramponi, Francesco. Sul Moto Dell'acqua nei Canali Aperti ad Asse Cruvilineo, Milano: Societa Editrice Riviste Industrie Elettriche, 1940.
Conference of Hydrotechnical Research Proceedings. Brno, Czechoslovakia:[s.n.] 1959.
Celestre, Pietro. Problemi di Massima Economia Nell'idraulica Sommario Storico, Pisa, Italy: Arti Grafiche Panetto & Petrelli - Spoleto, 1957.
Celestre, Pietro. Economicita per Impiante Energetici Idraulici in Cascata, Pisa, Italy: Arti Grafiche Panetto & Petrelli - Spoleto. 1957.
Celestre, Pietro. Sintesi dei Metodi Risolutivi per il Progetto Econimico de Canalizzazioni, Roma, Italy: Istituto Poligrafice Dello Stato. 1957.
Celestre, Pietro. Economicita per il Complesso Condotte Adduttrici-Serbatio, Pisa, Italy: Arti Grafiche Panetto & Petrelli - Spoleto, 1958.
Kasugaya, Nobumasa. The Correlations Among Several Factors Having Influences Upon the Type of the Vertical Velocity Curve in Open Channels, [s.l., s.n.] 1955.
Kasugaya, Nobumasa. Inducement of a New Mean Value Method and Calculating Formulas for Discharge in Natural Streams, [s.l., s.n.] 1958.
Kasugaya, Nobumasa. On the Accuracy of the Calculating Formulas for the Vertical Mean Velocity, [s.l., s.n.] 1950.
Kasugaya, Nobumasa. The Distribution of the Thread of Mean Velocity on the Vertical Velocity Curve in an Open Channel, [s.l., s.n.] 1955.
Marzolo, Francesco. Il Naviglio Interno di Padova, [s.l., s.n.] 1955.
Ghetti, Augusto. Fenomeni Delle Correnti Rapide a Pelo Libero Studiati su Modelli per Un'importante Derivazione, [s.l., s.n.] 1959.
Martinec, Jaroslav and Jaroslav Urban. Flow Conditions in Backwater Reaches of Rivers, [s.l.,.sn.] 1962.
Canal Intakes - Bulletin no. 3. Hydraulic Research & Experiment Station, Delta Barrage, United Arab Republic, Ministry of Public Works. Cairo, General Organisation for Government Printing Offices, 1959.
Kishi, Tsutomu and Yoshiaki Ogawa. Flow in Channel Bends, [s.l., s.n.] 19__?
Bandini, Alfredo and Swami Marcondes Villela. Flow with Constant Specific Head in Retangular and Trapezoidal Channels, Sao Paulo, Brasil: Escola de Engenharia de Sao Carlos da Universidade de Sao Paulo, 1962.
Meyer, R.E. Note on the Undular Jump, Providence, Rhode Island: Brown University, Division of Applied Mathematics, Technical Report no. 49, 1962.
Silvester, R. Specific-Energy and Force Equations in Open-Channel Flow, Water Power, March 1961
Thiruvengadam, A. A Comparative Evaluation of Cavitation Damage Test Devices, [s.l., s.n.] 1963.
Ackers, Peter, Maurice John Crickmore and Dennis Williams Holmes. Effects of Use on the Hydraulic Resistance of Drainage Conduits, Westminister, London: Institution of Civil Engineers 1964.
Abecasis, F.M. and A.C. Quintela. Hysteresis in Steady Free-Surface Flow, [s.l., s.n.] 1964.
Graf, Walter H. On the Determination of the Roughness Coefficient in Natural and Artificial Waterways, Ithaca, N.Y.: Cornell University, Hydraulics Department, 1964.
Jobin, William R. and Arthur T. Ippen. Ecological Design of Irrigation Canals for Snail Control, Science September 18, 1964.
Larras, Jean. Energy Gradient of Uniform Linear Flows on Movable Bottoms, [s.l., s.n.] 1965.
U.S. Army Corps of Engineers. Central and Southern Florida Project: Section 5 - Design Memorandum Channel Roughness, Jacksonville, FL: U.S. Army Corps of Engineers, 1953.
U.S. Army Corps of Engineers. Central and Southern Florida Project for Flood Control and Other Purposes, Jacksonville, FL: U.S. Army Corps of Engineers, 1954.
Ackers, Peter. The Hydraulic Resistance of Drainage Conduits, Westminister, London: Institution of Civil Engineers, 1961.
Ackers, Peter. Comprehensive Formulae for Critical Depth Flumes, Water and Water Engineering, July 1961.
Silvester, R. Theory and Experiment on the Hydraulic Jump, [s.l., s.n.] 1965.
Graf, Walter H. Inland Navigation, Brussels, Belgium: International Navigation Congress XXIst, 1965.
Lorell & Sicular Consulting Engineers. Solution of Manning's Equation for Trapezoidal Channels, [s.l., s.n.] 19__?
Graff, Walter. Gesetz der Turbulenten Geschwindigkeitsverteilung in Geschlossenen Rohren und Offenen Gerinnen, [s.l., s.n.] 1964.
Irmay, S. Stress Velocities and Numbers and Their Use in Hydrodynamic Distorted and Undistorted Models, Haifa, Israel: Technion - Israel Institute of Technology, 1965.
Argyropoulos, Praxitelis A. A New Direct Method for Computing the Reisitance to Flow in Open-Channels, Lexington, Kentucky: University of Kentucky, College of Engineering, Bulletin no. 80, 1966.
Engelund, Frank, A Note on the Vedernikov Criterion, [s.l., s.n.] August 1965.
Bock, J. Einfluss der Querschnittsform auf die Widerstandsbeiwerte Offener Gerinne, [s.l., s.n.] July 1966.
Hsieh, Din-Yu. On the Shock Transition, the Hydraulic Jump, and Vortex Breakdown, Pasadena, CA: California Institute of Technology, Report no. 85-39, March 1967.
Harrison, A.J. Design of Channels for Supercritical Flow, Westminster, London: The Institution of Civil Engineers, 1966.
Pimenta, Larlito Flavio. Contribuicao papr o Calculo da Perda de Carga nos Canais em Regime Uniforme, Sao Paulo, 1966.
Pimenta, Carlito Flavio. Contribuicao para o Calculo da Perda de Carga Nos Canais em Regime Uniforme (Anexo I), Sao Paulo, 1966.
Binnie, A.M. Self-Induced Waves in a Conduit with Corrugated Walls. I. Experiments with Water in an Open Horizontal Channel with Vertically Corrugated Sides, Proceedings of the Royal Society, Vol. 259, 1960.
Powell, S.B. Stone Riprap Protection for Channels, Design Considerations, [s.l., s.n.] 1966.
Chu, Y.H. and J. Canton. Boundary Effects of Turbulent Natural Channels, Vicksburg, Mississippi: U.S. Army Engineer Waterways Experiment Station, January 1967. (Second Interim Report)
Chu, Y.H. and J. Canton. Boundary Effects of Turbulent Natural Channels, Third Interim Report, Vicksburg, Mississippi: U.S. Army Engineer Waterways Experiment Station, 1967.
Supino, Giulio Il Coefficiente Udometrico nie Canali Con Portata Indipendente dalla Pioggia, Bologna, Italy: Atti della Accademia delle Scienze dell'Istituto di Bologna, 1963.
Won, Tae-Sang. A New Theoretical Solution for Back Water and Drop-down curves, Universitas Seoulensis, Collectio Theseon, Scientia Naturalis, Volumen 5, April 1957.
Graf, Walter. Velocity Distribution and Boundary Roughness in Open Channels, Water Power, July 1966.
Morris, Henry M. Hydraulics of Energy Dissipation in Steep, Rough Channels, Blacksburg, Virginia: Virginia Polytechnic Institute, Bulletin 19, November 1968.
Scheuerlein, Helmut. Der Raugherinneabfluss, Bericht Nr. 14, Technischen Hochschule Munchen, 1968.
Swain, Abhimanyu. Hydraulic Jump in Sloping Trapezoidal Channel, Montreal Canada: Ecole Polytechnique, Thesis 19__?
Valentin, F. Einflub des Unterwasserstandes auf die Stromungsverhaltiniss bein Ausflub Unter Einer Schutze, Heft Nr. 1, Technische Hochschule Munchen, 1968.
Franke, Paul Gerhard. Stromender und Schiebender Afflubvorgang in Freispiegelgerinnen Mit Anwendung fur Trapezprofile, Die Wasserwirtschaft, Jahrgang 52, Feft 9, Sept. 1962.
Thorpe, J.F. Hydraulic Flow in Coupled Parallel Channels of Varying Cross-Sectional Area, Journal of Basic Engineering, September 1963.
Franke, Paul-Gerhard. Geschwindigkeitsbeiwert und Rauhigkeitsziffern in der Abflubformel, [s.l., s.n.] 1964.
Lundgren, H. and F.A. Engelund. Basic research - Progress Report no. 11, Copenhagen, Denmark: Technical University of Denmark, April 1966.
Paderi, Fernando and Marcello Benedini. Profili Liquidi Sperimentali su Sovralzo di Fondo in un Canale, [s.l., s.n.] 1967.
Franco, Diosdado Perez. Un Metodo Practico-Analitico Para el Diseno Hidraulico de Canales, La Habana, Cuba:Universidad de la Habana, 1970.
Taipei Hydraulic Laboratory. Model Study on Brick Water Chute Concurrently to be Used as Farm Road, Taipei, Taiwan China, Taipei Hydraulic Research Laboratory, 1970.
Tiedt, W. Hydrodynamische Untersuchung des Teilfullungsproblems, [s.l., s.n.] December 1971.
Larsen, Peter. Hydraulic Roughness of Ice Covers, Journal of the Hydraulics Division, ASCE, 1973.
UNSTEADY FLOW IN OPEN CHANNELS
Favre, Henry. Ondes de Translation, Dans les Canaux Decouverts, [s.l., s.n.] 1935.
Citrini, Duilio. L'azione di uno Sfioratore Laterale Sull' onda Positiva Ascendente in un Canale, Milano, Italy: Instituto di Idraulica e Costruzioni Idrauliche, 1950.
Dressler, Robert F. Hydraulic Resistance Effect Upon the Dam-Break Functions, Journal of Research of the National Bureau of Standards, Vol. 49, no. 3. September 1952.
Scimemi, E. Experiences sur la Propagation des Ondes par Modification de Regime Dans les Canaux, [s.l., s.n.] 1949.
Kristensen, H. Thygesen. Storm-water Flow, Non-Permanent Flow in Sewers (the Retardation Problem), [s.l., s.n.] 1949.
Lane, E.W and O.J. Baldwin. Flush Wave Velocities in Sewers, Engineering News-Record, June 11, 1936.
Iwagaki, Yuichi and Tomitaro Sueishi. Approximate method for Calculation of Unsteady Flow in Open Channels with Lateral Inflow, [s.l., s.n.] 1954.
Hayashi, Taizo. Experiment of Flood Waves, [s.l., s.n.] 1952.
Hayami, Shoitiro. On the Propagation of Flood Waves, Disaster Prevention Research Institute Bulletin, no. 1, 1951.
Ruggiero, G. Ondes Graduelles dans les Cours D'eau, [s.l., s.n.] 1949.
Hayashi, Taizu. Mathematical Theory and Experiment of Flood Waves, Transactions of the Japan Society of Civil Engineers, no. 18, 1953.
Bossen, M.J. The Effects Produced During the First Few Hours After Placing an Object in a River, [s.l., s.n.] 1953.
Holsters, H. Le Calcul du Mouvement non Permanent dans les Rivieres par la Methode dite des Lignes d'Influence, La Houille Blanche, numero 4, 1953.
De Marchi, Guilio. Le Oscillazione Nell'idraulica, Milano, Italy: Istituto di Idraulica E Costruzioni Idrauliche 1952.
Wittmann, H. and Karlsruhe Bleines. Kraftwerkschwalle und Schiffahrt, [s.l., s.n.] 1953.
Re, R. Etude du Lacher Instantane D'une Retenue D'eau dans un Canal par la Methode Graphique, La Houille Blanche, numbero 3, 1946.
Meyer-Peter, E. and Henry Favre. Uber die Eigenschaften von Schwallen und die Berechnung von Unterwasserstollen, [s.l., s.n.] 1932.
Lin, P.N. The Calculation of Unsteady Flow in Open Channels, [s.l., s.n.] 1956.
Iwagaki, Yuichi. Fundamental Studies on the Runoff Analysis by Characteristics, Disaster Prevention Research Institute, Bulletin no. 10, 1955.
Kyoritsu Technical Laboratory. Electric Analogs for Open Channel Flow, [s.l., s.n.] 1957.
Craya, A. Calcul Graphique des Regimes Variables dans les Canaux, La Houille Blanche, numero 1, 1945.
Hayashi, Taizo and Jean Nougaro. Sur la Similitude des Regimes non Permanents dans les Canaux Decouverts, [s.l., s.n.] 1959.
Shima, Sukeyuki and Kiyoshi Horikawa. On the Shock Wave in the Expanding Channel, [s.l., s.n.] 1953.
Ishihara, Tojiro, et al. On the Electronic Analog Computer for Flood Routing, Proceedings of the Japan Academy, Vol. 30, 1954.
Fiefel, Eugen. Ueber die Veranderliche, Nicht Stationare Stromung in Offenen Gerinnen, Insbesondere uber Schwingungen in Turbinen-Triebkanalen, [s.l., s.n.] 1918.
Boussinesq, M.J. Sur la Theorie des Eaux Courantes, [s.l., s.n.] 1878.
Horton, Robert E. Channel Waves Subject Chiefly to Momentum Control, Voorheesville, New York: Soil Conservation Service and Horton Hydrologic Laboratory, May 1938.
Ramponi, Francesco. Risultati Sperimentali sulla Propagazione delle Perturbazioni di Regime nei Canali, Estratto dal Fascicolo, Vol. XVII, 1940.
Bourguignon, M.P. Releves D'Intumescendes dans les Ouvrages D'Amenee et de Restitution de L'Usine de Kembs, La Houille Blanche, numero special B, 1948.
Lamoen, J. Tides and Current Velocities in a Sea-level Canal, Engineering, July 29, 1949.
Anonomous. Wave Action Studies, Pit-Sacramento River, Klamath River, New-Kanawha River, [s.l., s.n.] 19__?
Anonomous. Fluvial Hydrodynamics - Variable Regimes, [s.l., s.n.] 1935.
Deymie, P. The Propagation of a Long Wave, [s.l., s.n.] 1935.
Masse, M.P. The Damping of Waves, [s.l., s.n.] 1935.
Lencastre, A. Design of Gravity Drainage Systems with the Outlet Subjected to the Influence of Tides, Lisbon, Portugal: Laboratorio Nacional de Engenharia Civil, 1961.
Biedermann, Rudolf. Numerisches Naherungsverfahren zur Berechnung der Entleerung einer Stauhaltung, Zurich, Switzerland: Swiss Federal Institute of Technology, Laboratory of Hydraulic Research and Soil Mechanics, 1963.
Ackers, Peter and Anthony John Maxwell Harrison. Attenuation of Flood Waves in Part-full Pipes, Westminster, London: The Institution of Civil Engineers, 1964.
Hayashi, Taizo and Jean Nougaro. Sur la Similitude des Regimes non Permanents dans les Canaux Decouverts, [s.l., s.n.] 1959.
Toebes, C. Non-Uniform Stream Flow, [s.l., s.n.] 19__?
Dedow, H.R.A. Approximate Response Characteristics of Some Hydraulic Laboratory Plant, International Association for Hydraulic Research, Xth Congress, 1963.
Lombardo, Giorgio. Sull'Applicazione del Metodo Italiano al Calcolo di Progetto delle Fogne Bianche, Giornale del Genio Civile, April 1964.
Ramponi, Francesco. Sull'Influenza delle Perdite di Carico nei Fenomeni di Colpo D'Ariete, [s.l., s.n.] 1943.
Strelkoff, Theodor. On the Numerical Calculation of Unsteady Flow in the California Aqueduct, Sacramento, CA: California, Department of Water Resources, 1966.
Benini, G., et al. Fenomeni Ondosi nel Canale di Carico Dell' Impianto Idroelettrico di Zevio Sull'Adige, L'Energia Elettrica, Vol. XXXVIII, 1961
Unger, P. Berechnung instationarer Abflufsvorgange in naturlichen Gerinnen unter Verwendung eines von der Querschnittsform unabhagigen Rauhigkeitsmafses, [s.l., s.n.] 1967.
Englund, F. A Note on the Vedernikov's Criterion, [s.l., s.n.] 1965.
Dracos, Th A. and Bard Glenne. Stability Criteria for Open-Channel Flow, Journal of the Hydraulics Division, Proceedings of the American Society of Civil Engineers, November 1967
Liggett, J.A. and W.H. Graf. Steady and Unsteady Effects on Discharge in a River Connecting Two Reservoirs, Ann Arbor, MI: University of Michigan, Great Lakes Research Division, Publication no. 15, 1966.
Hansen, Aage Juul. Numerical Analysis of Unsteady Open-Channel Flow, Delft, The Netherlands: Technical University of Denmark, Hydraulic Laboratory, Bulletin no. 10, 1966.
Moots, Elmer E. A Study in Flood Waves, Iowa City, Iowa: University of Iowa, Studies in Engineering, 1938.
Drobir, Helmut. Der Ausfluss aus einem Speicher beim Bruch Einer Talsperre, [s.l., s.n.] 1971.
FLOW IN CLOSED CONDUITS AND EFFLUX
Escande, Leopold. Cavitations et Surpressions Dans Les Conduites Inclines, Paris, France, Institut de France, Academie des Sciences, 1955.
Morgan, G.W. Wave Propagation in Elastic Tubes Filled with Streaming Liquid, Providence, RI: Brown University, Division of Applied Mathematics, Technical report 1, 1955.
Morgan, G.W. and W.R. Ferrante. Wave Propagation in Elastic Tubes Filled with Streaming Liquid, Part II, Providence, RI: Brown University, Division of Applied Mathematics, Technical report no. 2, 1955.
Lin, T.C. and G.W. Morgan. A Study of Axisymmetric Vibrations of Cylindrical Shells as Affected by Rotary Inertia and Transverse Shear, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 3, February 1955.
Eisen, D. and L.M. Milne-Thomson. Unsteady Free Boundary Flows Through Two-Dimensional Nozzles, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 13, 1958.
Marchetti, Aldo. Determinazione Sperimentale Delle Perdite di Carico in Tubi D'Acciaio Senza Saldatura Zincati a Fuoco, Milano, Italy: Instituto di Idraulica e Costruzioni Idrauliche, 1953.
Skalak, Richard. An Extension of the Theory of Water Hammer, New York: NY: Columbia University, Department of Civil Engineering and Engineering Mechanics, 1955.
Dergarabedian, Paul. The Behavior of Vortex Motion in an Emptying Container, Los Angeles, CA: The Ramo-Wooldridge Corporation, 1955.
Folsom, R.G. Determination of ASME Nozzle Coefficients for Variable Nozzle External Dimensions, New York, NY The American Society of Mechanical Engineers, 1950.
Marchetti, Mario. Le Perdite di Carico Nelle Tubazioni Flessibili Corrugate e Liscie, Milano, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1950.
Harris, Charles W. The Influence of Random Roughness on Flow in Pipes, Seattle, WA: University of Washington, 1949.
Binnie, A.M. and J.F. Davidson. The Flow Under Gravity of a Swirling Liquid Through an Orifice-plate, Proceedings of the Royal Society, Volume 199, 1949.
Escande, L. Recherches sur les Cheminees D'Equilibre, [s.l., s.n.] 1949.
Jorissen, L. Pressure Losses in New Commercial Steel Pipes, [s.l., s.n.] 1949.
Brockman, Marion R. Resistance of Flow in Teflon and Brass Tubes, Washington, D.C.: National Bureau of Standards, NBS Report no. 4673, May 1956.
Beij, K. Hilding. Pressure Losses for Fluid Flow in 90° Pipe Bends, Journal of Research of the National Bureau of Standards, Volume 21, July 1938.
Helstrom, B. Friction Losses in Unlined Rock Tunnels, Stockholm, Sweden, Royal Institute of Technology, Bulletin no. 49, 1955.
Brockman, Marion R. Resistance of Flow in Teflon and Brass Tubes, Journal of Research of the National Bureau of Standards, Vol. 58, no. 1, January 1957.
Favre, Henry. Theorie des Coups de Belier dans les Conduites a Caracteristiques Lineairement Variables le Long de Laxe, [s.l., s.n.] 1938.
Remenieras, G. Predetermination de la Perte de Charge dans une Canalisation d'eau sous Pression a Partir de Celle Mesuree sur la Meme Canilisation Parcourue par de l'air, [s.l., s.n.] 1949.
Kirschmer, Otto. Kritische Betrachtungen zur Frage der Rohrreibung, [s.l., s.n.] 1952.
Barbe, R. La Mesure dans un Laboratoire des Pertes de Charge de Conduites Industrielles, La Houille Blanche Numero 3, Mai-Juin 1947.
Bourguignon, P. Controle de la Validite de la Methode sur la Galerie D'amenee R.G. de L'usine Hydro-Electrique de Pont-Escoffier, [s.l., s.n.] 1949.
Fasso, Costantino. Sul Calcolo Idraulico delle Tubazioni ad Asse Rettilineo Elasticamente Deformabili, Milano, Italy: Instituto di Idraulica e Costruzioni Idrauliche, 1951.
Citrini, Duilio. Correnti in Pressione con Portata Variabile Lungo il Percorso, Milano, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1952.
Gentilini, B. Sur L'Ecoulement par Ajutages Cylindriques Exterieurs et sur les Pertes de Charge a L'Entree D'une Conduite, [s.l., s.n.] 1949.
Gentilini, Bruno. Sur L'ecoulement par Ajutages Cylindriques Exterieurs et sur les Pertes de Charge a L'Entree D'une Conduite, Milano, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1949.
Escande, L. Emploi de la construction graphique de Bergeron pour l'etude des Phenomenes de surpressions a partir des Grandeurs relatives, [s.l., s.n.]
Remenieras, G. and P. Bourguignon. Predetermination des Pertes de Charge, Le Genie Civil, 1953.
Escande, Leopold. Fermeture Instantanee a L'aval D'une Conduite a Caracteristiques Multiples, Paris, France: Institut de France, 1957.
Escande, Leopold. Influence des Cavitations sur la Surpression Engendree par la Fermeture Instantanee d'une Conduite a Caracteristiques Multiples, Paris, France: Institut de France, 1957.
Escande, Leopold. Construction Graphique et Gradueurs Relatives pour L'etude des Surpressions dans les Conduites, Paris, France: Institut de France, 1957.
Dawson, Francis. Interior Water Supply Piping for Residential Buildings, Madison, WI: University of Wisconsin, Engineering Experiment Station, 1953.
Dawson, F.M. and A.A. Kalinske. Report on Hydraulics and Pneumatics of Plumbing Drainage Systems I, Iowa City, Iowa: University of Iowa, Bulletin 10, May 1937.
Mockmore, C.A. Flow Characteristics in Elbow Draft Tubes, Iowa City, Iowa: University of Iowa, May 1937.
Yarnell, David L. and Sherman M. Woodward. Flow of Water Around 180-Degree Bends, Washington, D.C.: U.S. Department of Agriculture, Technical Bulletin no. 526, October 1936.
Gregorig, Romano. Turbulente Strommungen in Geraden und Gekremmten Glatten Bohrleitungen bei Hohen Raynolds' Schen Zahlen, [s.l., s.n.] 1933.
Camp, Thomas R. Hydraulics of Distribution Systems - Some Recent Developments in Methods of Analysis, Journal of the New England Water Works Association Vol. LVII, no. 4, 1944.
Stevenson, Matthew. Roughness Effect and Correlation of Two-Dimensional Wire Roughness in Turbulent Shear Flow, College Park, Maryland: University of Maryland, Technical note BN-181, December 1959.
Roberston, James M. The Turbulent Velocity Distribution in Rough Pipe, [s.l., s.n.] 1957.
Ruggiero, Corrado. Condotta in Pressione per Smaltimento Fanghi di un Impianto Industriale,: [s.l., s.n.] 1957.
Hayashi, Tiazo. Dynamical Similitude of Surge Tanks, Transactions of the Japan Society of Civil Engineers, no. 61, 1959.
Haindl, Karel. Teorie Vodniho Skoku V Potrubi a Jeji Aplikace v Praxi, [s.l., s.n.] 1958.
Model Study on the Surge Tank of Ku-Kuan Hydroelectric Power Plant, Taipei, Taiwan, China: Taipei Hydraulic Laboratory Research Bulletin, Series A: Hydraulic Model Study no. 11, 1959.
Curtet, Roger. Sur L'ecoulement d'un Jet Entre Parois, Paris, France: Publications Scientifiques et Techniques, 1960.
Raccordements pour Conduites a Section Carree, La Houille Blanche, Numero 5, Oct-Nov 1955.
Lindgren, E. Rune. Liquid Flow in Tubes I: the transition process under highly disturbed entrance flow conditions, [s.l., s.n.] 1959.
Lindgren, E. Rune. Liquid flow in Tubes II: the transition process under less disturbed inlet flow conditions, [s.l., s.n.] 1959.
Kessler, Lewis Hanford. Experimental Investigation of Friction Losses in Wrought Iron Pipe When Installed with Couplings, Madison, Wisconsin: University of Wisconsin, Engineering Experiment Station, 1935.
Kratz, Alonzo P., Horace J. MacIntire, and Richard E. Gould. Flow of Liquids in Pipes od Circular and Annular Cross-Sections, Urbana, IL: University of Illinois, Engineering Experiment Station, Bulletin no. 222, 1931.
Giesecke, F.E. and J.S. Hopper. Friction Heads of Water Flowing in Six-inch Pipe and the Effects of Pipe Surface Roughness and Water Temperatures on Friction Heads, College Station, Texas: Agricultural and Mechanical College of Texas, Bulletin no. 77, 1943.
Kratz, Alonzo P., Seichi Konzo and Richard B. Engdahl. Temperature Drop in Ducts for Forced-air Heating Systems, Urbana, IL: University of Illinois, Bulletin Series no. 351. 1944.
Scimemi, Ettore. Sui Getti Liquidi, [s.l., s.n.] 1935.
Webb, J. Burkitt and N.J. Hoboken. Jet Propulsion, Transactions of the American Society of Mechanical Engineers, Volume XII, 1981.
Boston, O.W. Flow of Water in Short Pipes, [s.l., s.n.] 1923.
Zucrow, M.J. Discharge Characteristics of Submerged Jets, Lafayette, IN: Purdue University, Bulletin no. 31. 1928.
U.S. Army Corps of Engineers, Head Losses in Various Types of Pipe Bends, Vicksburg, MS: U.S. Waterways Experiment Station, 1933.
Lindquist, Erik. On Velocity Formulas for Open Channels and Pipes, [s.l., s.n.] 1933.
Schmidt, H.F. Theoretical and Experimental Study of Condenser Scoops, Journal of the American Society of Naval Engineers, Vol. XLII, 1930.
Keulegan, Garbis H. and K. Hilding Beij. Pressure Losses for Fluid Flow in Curved Pipes, Journal of Research of the National Bureau of Standards, Volume 18, 1937.
Camp, Thomas R. Turbulence and Friction in Water Pipes, Journal of the Maine Water Utilities Association, 1945.
Greve, F.W. and R.R. Martin. Flow of Water Through Spiral Riveted Steel Pipe, Lafayette, IN: Purdue University, Bulletin no. 8, 1921.
Greve, F.W. Flow of Water Through Small Swing-Check Valves, Lafayette, IN: Purdue University, Research Series no. 88, 1943.
Giesecke, F.E. The Friction of Water in Pipes and Fittings, Austin, TX: University of Texas, Bulletin no. 1759. 1917.
Long Versus Short Body Fittings for Water Supply,: Part I, Schoder, Ernest W. Loss of Head Caused by Bends, Tees and Crosses, Part II, Ricketts, Allen T. and Thomas H. Wiggin. Economic Comparison, Ithaca, New York: Cornell University, Bulletin no. 20, 1935.
Wilcox, Elgin Roscoe. A Comparative Test of the Flow of Water in 8-inch Concrete and Vitrified Clay Sewer Pipe, Seattle, WA: University of Washington, Bulletin no. 27, 1924.
Hunter, Roy B., Gene E. Golden, and Herbert N. Eaton. Cross-connections in Plumbing Systems, Journal of the National Bureau of Standards, Vol. 20, 1938.
Seely, Fred B. The Effect of Mouthpieces on the Flow of Water Through a Submerged Short Pipe, Urbana, IL: University of Illinois, Bulletin no. 35, 1917.
Fosdick, Ellery R. Diversion Losses in Pipe Bends: results obtained from tests on special conduit bends designed for lower fluid losses, Pullman, WA: State College of Washington, Monthly Bulletin, Vol. 20, no. 7, 1937.
Davis, George Jacob and Leland Rella Balch. Investigation of Flow through Large Submerged Tubes, Part III, Experiments with Submerged Draft Tubes, Madison, WI: The University of Wisconsin, Bulletin no. 629, 1914.
Davis, George Jacob. Investigation of Hydraulic Curve Resistance, Experiments with Two-inch Pipe, Madison, WI: The University of Wisconsin, Bulletin, no. 403, 1911.
Foster, E.H. Flow of Superheated Steam in Pipes, Transactions of the American Society of Mechanical Engineers, Vol. 29, 1907.
Winkel, Richard. Hydromechanik der Druckrohrleitungen, [s.l., s.n.] 1919.
Durand, W.F. Investigation of Surge Phenomena by Means of Model Experiments, Western Engineering, 1913.
Nagle, A.F. A New Hydraulic Experiment, Transactions of the American Society of Mechanical Engineers, Vol. XXVI, 1904.
Marzolo, Francesco. Gallerie a Pressione con Possibilita di Sfioramenti Lungo il Percorso, [s.l., s.n.] 1946.
Gould, Richard E. and Marion I. Levy. Flow of Brine in Pipes, Urbana, IL: University of Illinois, Bulletin no. 182. 1928.
Hogan, M.A. and E.F. Gibbs. Uniform Flow in Pipes, [s.l., s.n.] 1937.
Doolittle, H.L. A Method for the Economic Design of Penstocks, [s.l., s.n.] 1924.
Cross, Hardy. Analysis of Flow in Networks of Conduits or Conductors, Urbana, IL: University of Illinois, Bulletin no. 286. 1936.
Anderson, Alvin G. and Lorenz G. Straub. Hydraulics of Conduit Bends, Minneapolis, MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Bulletin no. 1, 1948.
Friction Pressure Loss in Oil Pipe Lines, Boston, MA: Kinney Manufacturing Company. 1920.
Tham, Sebastian. En Mehod For Ekonomisk Dimensionering av Trycktuber, [s.l., s.n.] 1930.
Mathes, P.V. Zur Abschirmwirkung von Widerstandskorpern, [s.l., s.n.] 1928.
Kerr, S. Logan. Fall in Pressure in Hydraulic Turbine Penstocks due to Acceleration of Flow, Transactions of the American Society of Civil Engineers, Vol. LXXXIII. 1924.
Schultz-Grunow. Experimental Model Studies on the Flow of Hot Gases in Furnaces and Fire Boxes, Conducted for a Large Boiler Plant with Powdered Coal Firing, [s.l., s.n.] 1938.
Ramponi, Francesco. Sulle Oscillazioni nei Pozzi Piezometrici per Monovre Alterne Ripetute, [s.l., s.n.] 1946.
Ramponi, Francesco. Alcune Considerazioni Sulle Oscillazioni nei Sistemi a Due Pozzi Piezometrici, [s.l., s.n.] 1948.
Ghetti, Augusto. Sul Colpo D'ariete Nelle Condotte tra cui e Inserita una Turbina Idraulica, L'elettrotecnica 1948.
Mavis, F.T. Figuring Pipe Networks by Slide Rule and Diagram, [s.l., s.n.] 1951.
Mavis, F.T., T.E. Stelson, and E.H. Miller. The Long and Short of Conduits, [s.l., s.n.] 1950.
Fabricius, W. Studien uber Inhomogend Gekrummte Stromungen, [s.l., s.n.] 1936.
Howland, W.E. and F. Farr, Jr. Balancing Head Losses in a Pipe Network, Engineering News-Record, 1941.
Jorissen, Andre. Perte de Charge Continue en Conduites Forcees, [s.l., s.n.] 19__?
Ducommun, Jesse C. Velocity Distribution in a 5" × 5" Wooden Conduit, (from a thesis Investigation of Pressure and Velocity Distribution in a conduit,) 1928.
Schach, W. Umlenkung eines kreisformigen Flussigkeitsstrahles an einer Ebenen Platte Senkrecht zur Stromungsrichtung, [s.l., s.n.] 1935.
Oakey, John A. Hydraulic Losses in Short Tubes Determined by Experiments, Engineering News-Record, 1933.
Anonymous. Allignment Chart, [s.l., s.n.] 19__?
Duport, J. Influence des Pertes de Charge dans les Conduites ou Galeries en Charge sur les Caracteristiques de leurs Organes D'obturation (Vannes et Robinets)., [s.l., s.n.] 1949.
Klein, J.H. Pipelines for Water Power Plants, Escher Wyss News, 1930.
O'Brien, M.P. Pipe Flow, (Notes of M.P. O'Brien) 19__?
Jentsch, Otto. Beitrag zur Frage von Rohrbruchsicherungsanlagen in Wasserrohrnetzen, [s.l., s.n.] 1934.
De Marchi, Giulio. Correnti Uniformi Entro Grandi Condotte e Grandi Canali, [s.l., s.n.] 1936.
Schlag, Albert and Andre Jorissen. Contribution a L'etude de L'ecoulement en Conduites de Sections Autres que Circulaires, [s.l., s.n.] 1943.
Ramponi, Francesco. Ricerche sul Funzionamento dei Pozzi Piezometrici in Regime Permanante, [s.l., s.n.] 1942.
Ramponi, Francesco. Di Alcuni Metodi per la Risoluzione dei Problemi di Moto Vario nelle Condotte Forzate, [s.l., s.n.] 1943.
Ramponi, Francesco. Sui Pozzi Piezometrici Muniti di Strozzatura Alla Base, [s.l., s.n.] 1943.
Scimemi, Ettore. Les Conduites D'Amiante-Ciment Eternit a Long Usage, L'Ingegnere, 1951.
Hopf, L. Die Messung der Hydarulischen Rauhigkeit, [s.l., s.n.] 1923.
Fromm, K. Stromungswiderstand in Rauhen Rohren, [s.l., s.n.] 1923.
Various authors. Convegno di Idraulica, [s.l., s.n.] 1947.
Bruno, G.L. and M.M. Nissen. Velocity Distribution over Rough Surface, [s.l., s.n.] 1936.
Jupillat, R. and A. Trividic. Sur L'evolution du coup de Belier Dans une Galerie D'amenee a L'amont de la Cheminee D'equilibre, La Houille Blanche, 1951.
Bonnet, M. Sur les Surpressions qui Peuvent Resulter du Remplissage D'une Bache de Turbine par Ouverture de sa Vanne de Garde, La Houille Blanche, 1951.
Remenieras, G. Dispositif Simple pour Reduire la Celerite des Ondes Elastiques dans les Conduites en Charge, La Houille Blanche, 1952.
Murphy, Eugene Francis. Determination of Natural Frequencies of Piping Systems by an Electrical Analogy, Chicago, IL: Illinois Institute of Technology, 1948.
Kroner, Richard. Versuche uber Stromungen in Stark Erweiterten Kanalen, [s.l., s.n.] 1920.
Scimemi, Ettore. Il Regime Uniforme Idraulico Nelle Condotte di Acciaio Senza Saldatura, [s.l., s.n.] 1936.
Anonymous. Short Tubes, [s.l., s.n.] 19__?
Koch (from Bewegung des Wassers Translated by Leopold Leitner) The Free Series of Points (Filiment of Liquid) in a Rising Jet, [s.l., s.n.] 1937.
Christiansen, J.E. A Study of the Flow of Water in Portable Sprinkler Pipe, [s.l., s.n.] 1933.
Brockschmidt, C.L. and M.K. Hager. Solving Problems of Gas Pipe Line Design by Use of Significant Factors, [s.l., s.n.] 19__?
Weeks, Walter S. The Fundamentals of Mine Ventilation, San Francisco, CA: Mining and Scientific Press 1920.
Anonymous, References on Uniform Flow in Pipes and Channels and on Turbulence, Berkeley, CA: University of California, Department of Mechnical Engineering, Hydraulic Laboratory. 1935.
Nipert, H. Uber den Stromungsverlust in Gekrummten Kanalen, [s.l., s.n.] 1929.
Anonymous. Flow of Fluids through Valves, Fittings and Pipe, Chicago, IL: Crane Company, Technical paper no. 409. 1942.
Anonymous. Engineering Data on Flow of Fluids in Pipes and Heat Transmission, Chicago, IL: Crane Company, 1935.
Reed, John C., Edgar E. Ambrosius and Henry F. Irving. Study of the Flow of Water Through a Glass Pipe, [s.l., s.n.] 19__?
Ambrosium, Edgar E., John C. Reed, and Henry F. Irving. A New Method for Photographic Study of the Flow of Water Through a Glass Pipe, [s.l., s.n.] 19__?
McAdams, W.H. The Flow of Liquids, Cambridge, MA: Massachusetts Institute of Technology, Department of Chemical Engineering, Serial no. 121, April 1925.
Gentilini, Bruno. Sull Equazione Del Movimento Uniforme Delle Correnti Liquide, [sl., s.n.] 1935.
Fabris, Elio. Sulle Perdite D'imbocco Nelle Derivazioni Industriali, [s.l., s.n.] 1937.
Nikuradse, J. Laws of Flow in Rough Pipes, [s.l., s.n.] 1933.
Nikuradse, J. GesetzmaBigkeiten der Turbulenten Stromung in Glatten Rohren, [s.l., s.n.] 1932.
Jorissen, Andre. Note sur la Repartition du Debit de la Conduite D'adduction Dans un Reseau Maille, Revue Universelle Des Mines, 1938.
Escher Wyss & Cie. Rohr-Leitungen, [s.l., s.n.] 19__?
Quick, Ray S. Comparison and Limitations of Various Water-Hammer Theories, Mechanical Engineering, 1927.
Anonymous. Pipe Friction Photostat Negatives, [s.l., s.n.] 19__?
Hofmann, Albert. Loss in 90-Degree Pipe Bends of Constant Circular Cross-Section, Transactions of the Munich Hydraulic Institute, 19__?
Bonilla, C.F. Direct Solution of Isothermal Flow in Long Pipes, Industrial and Engineering Chemistry, Vol. 31, no. 5, 1939.
Angus, Robert W. Simple Graphical Solution for Pressure Rise in Pipes and Pump Discharge Lines, The Engineering Journal, 1935.
National Tube Company. National Steel Pipe for Underground Water Lines, Pittsburgh, PA: National Tube Company, 19__?
Tube-Turns, Inc. The Flow of Fluids Through Pipes, Louisville, FY: Tube-Turns Incorporated, Bulletin no. 108, 19__?
Chevalier, J. and M. Hug. Essais de la Cheminee D'equilibre de Cordeac en ce qui concerne la condition de Thoma, La Houille Blanche, 1957.
Daily, James W. and George Bugliarello. Basic Data for Dilute Fiber Suspensions in Uniform Flow with Shear, TAPPI, Vol, 44, no. 7 1961.
Lindgren, E. Rune. Liquid Flow in Tubes III, Characteristic Data of the Transition Process, [s.l., s.n.] 1959.
Ghetti, Augusto. Sui Fondamenti Della Similitudine Nei Fenomeni di Colpo D'Ariete, Padova, Italy: Istituto di Idraulica e Costrizioni Idrauliche Dell'Universita di Padova, 1958.
Bugliarello, George and James W. Daily. Rheological Models and Laminar Shear Flow of Fiber Suspensions, TAPPI Vol. 44, no. 12, 1961.
Indri, Egidio. Ricerche Sperimentali Sui Condotti Emungenti da Vasca, L'energia Ellettrica, Vol. XXXV, 1958.
Indri, Egidio. Risultati de Experienze su Modelli di Strozzature per Pozzi Piezometrici, Padova, Italy: Istituto di Idraulica e Costruzioni Idrauliche Dell'Universita di Padova, 1959.
Ackers, Peter. The Hydraulic Resistance of Drainage Conduits, [s.l., s.n.] 1961.
Thomas, Zdenek. Dynamicka Podobnost Mezi Kruhovym Potrubim, Pravouhlym Potrubim a Pravouhlym Kanalem Pri Proudeni Nestlacitelne Tekutiny, [s.l., s.n.] 1962.
Folsom, R.G. An Experimental Investigation of Extreme Roughness, Pasadena, CA: California Institute of Technology, Hydraulics Laboratory, 1932.
Neill, D.R. Hydraulic Tests on Pipe Culverts, Edmonton, Alberta: Research Council of Alberta, 1962.
Silvester, R. An Experiment on Friction in Pipes and Fittings and on Pipe Network Analysis, Bulletin of Mechanical Engineering Education, No. 20, 1961.
Silvester, R. An Experiment to Illustrate Laminar and Turbulent Flow in Pipes, [s.l., s.n.] 19__?
Kennedy, John F. A Short Bibliography on References on Waterhammer, [s.l., s.n.] 19__?
Binark, Hikmet. 90° Lik Bir Dirsekte Kucuk Damlaciklarin Ataletleri Dolayisi Ile Carpmasi, [s.l., s.n.] 19__?
Wesseling, J. Bepaling van de Diameter van Drainreeksen, [s.l., s.n.] 1961.
Hayashi, Taizo. Water-hammer in Bifurcating Pipe-lines, [s.l., s.n.] 1961.
Rice, Charles E. Friction Factors for Helical Corrugated Pipe, U.S. Department of Agriculture, Agricultural Research Service, February 1966.
Marchetti, Mario. Tubazioni Per Liquidi, Milano, Italy: Dell'Istituto di Idraulica e Costruzioni Idrauliche Del Politecnico di Milano, 1950.
Datei, Claudio. Calcolo Delle Reti di Condotte Mediante L'Impiego Della Formula Di Colebrook, [s.l., s.n.] 1961.
Scimemi, Ettore. Pulsazioni nelle Condotte Idrauliche, [s.l., s.n.] 1940.
Pedersen, Flemming Bo. Analysis of Pipe Network by Means of Electronic Digital Computer (EDC), [s.l., s.n.] 19__?
O'Brien, M.P., R.G. Folsom and Fin Jonassen. Fluid Resistance in Pipes, Industrial and Engineering Chemistry, Vol. 31, 1939.
Carlson, J.J. and J.P. Johnston. Effects of Wall shape on Flow Regimes and Performance in Straight, Two-Dimensional Diffusers, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report PD-11, 1965.
Sagi, C.J., J.P. Johnston and S.J. Kline. The Design and Performance of Two-Dimensional Curved Subsonic Diffusers, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report PD-9, 1965.
Cocanower, A.B., S.J. Kline and J.P. Johnston. A Unified Method for Predicting the Performance of Subsonic Diffusers of Several Geometries, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report PD-10, 1965.
Reneau, L.R., J.P. Johnston and S.J. Kline. Performance and Design of Straight, Two-Dimensional Diffusers, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report PD-8, 1964.
Binnie, A.M. and G.A. Hookings. Laboratory Experiments on Whirlpools, Proceedings of the Royal Society, Vol. 194, 1948.
Franke, P.G. Zur Berechnung der Reibungsverluste in Druckleitungen mit Kreisquerschnitt, [s.l., s.n.] 1964.
Tiedt, W. Berechnung des Laminaren und Turbulenten Reibungs-widerstands Konzentrischer und exzentrischer Ringspalte, [s.l., s.n.] 1968.
Franke, Paul-Gerard. Influsso Sulla Portata Fluente Dovuto ad Alterazioni de Scabrezza, [s.l., s.n.] 1965.
Siemons, J. The Phenomenon of Cavitation in a Horizontal Pipe-Line due to a Sudden Pump-Failure, Delft, The Netherlands: Delft Hydraulics Laboratory, Publication no. 53, 1967.
Manuel, A.R., C.B. Vreugdenhil and J. Wijdieks. Waterslag, Delft, The Netherlands: Waterloopkundig Laboratorium Delft, Publikatie no. 57, 1968.
Damiani, Antonio. L'uso Delle Altezze Piezometriche Virtuali Nelle Teoria Del Colpo D'Ariete, Ingegneria Civile, n. 23, 1967.
Damiani, Antonio. Colpo D'Ariete in Acquedotti Potabili, L'Acqua, no.4 Anno XLV, 1967.
Binnie, A.M. and J.D. Teare. Experiments on the Flow of Swirling Water Through a Pressure Nozzle and an Open Trumpet, Proceedings of the Royal Society, Vol. 235, 1956.
Binnie, A.M., G.A. Hookings and M.Y.M. Kamel. The Flow of Swirling Water Through a Convergent-Divergent Nozzle, Journal of Fluid Mechanics, Vol. 3, Pt. 3, 1957.
Binnie, A.M. F.R.S. and A.W. Shaw. The Flow of Swirling Water Down a Vertical and an Inclined Tube, Proceedings of the Royal Society, Vol. 304, 1968.
Binnie, A.M. Annular Borda Flow, Journal of Fluid Mechanics, Vol. 19, Pt. 2, 1964.
Binnie, A.M. Experiments on the Swirling Flow of Water in a Vertical Pipe and a bend, Proceedings of the Royal Society, Vol. 270, 1962.
Binnie, A.M. The Theory of Waves Travelling on the Core of a Swirling Liquid, Proceedings of the Royal Society, Vol. 205, 1951.
Binnie, A.M. and M.Y.M. Kamel. Experiences Realisees sur L'ecoulement de l'eau dans un tube, a des Vitesses de Tourbillonnement Elevees, La Houille Blanche, Numero 3, 1959.
Supino, Giulio. Sopra le Varie Approssiamazioni Proposte per la Formula di Golebrook, L'Energia Elettrica Vol. XLII, 1965.
Binnie, A.M. Water Hammer in a Pumping Main and its Prevention, Institution of Mechanical Engineers, Hydraulics Group, Proceedings 1951, Vol. 165.
Binnie, A.M. Some Experiments on the Bath-Tub Vortex, Journal Mechanical Engineering Science, Vol. 6, no. 3, 1964.
Wolf, S. and J.P. Johnston. Effects of Non-Uniform Inlet Velocity Profiles on Flow Regimes and Performance in Two-Dimensional Diffusers, Stanford, CA: Stanford University, Department of Mechanical Engineering, 1966.
McMillan, O.J. and J.P. Johnston. Performance of Low-Aspect-Ratio Diffusers with Fully Developed Turbulent Inlet Flows, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report PD-14, 1970.
Hayashi, T. and G. Ransford. Sudden Opening or Closing of an Outlet Valve on a Pipeline, La Houille Blanche, 1960.
Smith, C.R. and S.J. Kline. An Experimental Investigation of the Transitory Stall Regime in Two Dimensional Diffusers Including the Effects of Periodically Disturbed Inlet Conditions, Stanford, CA: Stanford University, Department of Mechanical Engineering, Report PD-15, 1971,
Ogihara, Yoshio and Kohei Nagai. Water-Hammer and Float Motion, [s.l., s.n.] 1967.
Cola, Raffaele. Onde di Vuotamento di un Ambiente a Pressione, L'Energia Elettrica, Vol. XLII, 1965.
Binnie, A.M. Annular Hydraulic Jumps in a Horizontal Tube, Proceedings of the Royal Society, Vol. 332, 1973.
CAVITATION AND FORM RESISTANCE, FLOW AROUND SUBMERGED BODIES
Ellis, A.T. The Production of Accelerated Cavitation Damage by an Acoustical Field in a Cylindrical Cavity, Pasadena, CA: California Institute of Technology, Report no. 21-14, 1955.
Olson, Reuben M. Cavitation Testing in Water Tunnels, Minneapolis, MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Project Report no. 42, 1954.
Self, Morris W. and John F. Ripken. Steady-State Cavity Studies in a Free-Jet Water Tunnel, Minneapolis, MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Project Report no. 47, July 1955.
Ripken, John F. A Study of the Influence of Gas Nuclei on Cavitation Scale Effects in Water-Tunnel Tests, Minneapolis, MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Project Report no. 58, 1958.
Wetzel, J.M. Experimental Studies of Air Ventilation of Vertical, Semi-Submerged Bodies, Minneapolis, MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Project Report no. 57, July 1957.
Keulegan, Garbis H. and Lloyd H. Carpenter. Forces on Cylinders and Plates in an Oscillating Fluid, Journal of Research of the National Bureau of Standards, Vol. 60, no. 5, 1958.
Landweber, L. and M.C. deMacagno. Added Mass of Two-Dimensional Forms Oscillating in a Free Surface, Journal of Ship Research, 1957.
Knapp, Robert T. Cavitation Mechanics and its Relation to the Design of Hydraulic Equipment, [s.l., s.n.] 1952.
Appel, David W. An Experimental Study of the Cavitation of Submerged Jets, Iowa City, IO: State University of Iowa, Iowa Institute of Hydraulic Research, 1956.
Einstein, H.A. and R.B. Banks. Linearity of Friction in Open Channels, [s.l., s.n.] 1951.
Eisenberg, Phillip. A Brief Survey of Progress on the Mechanics of Cavitation, Washington, D.C.: Navy Department, The David W. Taylor Model Basin, 1953.
Plesset, M.S., B.C. Bass and R. Hickling. Cathodic Protection in Cavitation Damage, Pasadena, CA: California Institute of Technology, Report no. 85-10, 1958.
Acosta, A.J. The Effect of a Longitudinal Gravity Field on the Supercavitating Flow Over a Wedge, Pasadena, CA: California Institute of Technology, Report no. 79-1, 1958.
Parkin, Blane R. Fully Cavitating Hydrofoils in Nonsteady Motion, Pasadena, CA: California Institute of Technology, Report no. 85-2, 1957.
Wu, T. Yao-tsu. A Linearized Theory for Nonsteady Cavity Flows, Pasadena, CA: California Institute of Technology, Report no. 85-6, 1957.
Parkin, Blaine R. A Note on the Cavity Flow Past a Hydrofoil in a Liquid with Gravity, Pasadena, CA: California Institute of Technology, Report no. 47-9, 1957.
Kermeen, R.W. and B.R. Parkin. Incipient Cavitation and Wake Flow Behind Sharp-Edged Disks, Pasadena, CA: California Institute of Technology, Report no. 85-4 1957.
Wu, T. Yao-tsu. A Simple Method for Calculating the Drag in the linear Theory of Cavity Flows, Pasadena, CA: California Institute of Technology, Report no. 85-5, 1957.
Wu, T. Yao-tsu. A Note on the Linear and Nonlinear Theories for Fully Cavitated Hydrofoils, Pasadena, CA: California Institute of Technology, Report no. 21-22, 1956.
Ellis, Albert T. Techniques for Pressure Pulse Measurement and High-Speed Photography in Ultrasonic Cavitation, Pasadena, CA: California Institute of Technology, Report no. 21-20, 1955.
Acosta, A.J. A Note on Partial Cavitation of Flat Plate Hydrofoils, Pasadena, CA: California Institute of Technology, Report no. E-19.9, 1955.
Wu, T. Yao-tsu. A Free Streamline Theory for Two-Dimensional Fully Cavitated Hydrofoils, Pasadena, CA: California Institute of Technology, Report no. 21-17, 1955.
Sutton, G.W. A Photoelastic Study of Strain Waves Caused by Cavitation, Pasadena, CA: California Institute of Technology, Report no. 21-21, 1955.
O'Neill, J.P. Flow Around Bodies with Attached Open Cavities, Pasadena, CA: California Institute of Technology, Report no. E-24.7, 1954.
Amborse, Harry H. The Effect of Character of Surface Roughness on Velocity Distribution and Boundary Resistance, Knoxville, TN: University of Tennessee College of Engineering, 19__?
Silberman, Edward. Experimental Studies of Supercavitating Flow About Simple Two-Dimensional Bodies in a Jet, Journal of Fluid Mechanics, Vol. 5, Part 3, 1959.
Bugliarello, Giorgio. La Resistenza al Moto Accelerato di Sfere in Acqua, [s.l., s.n.] 1956.
Zwick, S.A. Growth of Vapor Bubbles in a Rapidly Heated Liquid, Pasadena, CA: California Institute of Technology, Report no. 85-13, 1959.
Acosta, A.J. and A. Hollander. Remarks on Cavitation in Turbomachines, Pasadena, CA: California Institute of Technology, Report no. 79-3, 1959.
Robertson, J.M. Hydroballistic Calculations of the Rise and Water Exit of Buoyant Bodies, Urbana, IL: University of Illinois, Department of Theoretical and Applied Mechanics, 1959.
Robertson, J.M., J.C.F. Chow and M.E. Clark. Transition Stimulation for Terminal Velocity Reduction in Water-Exit Studies, Urbana, IL: University of Illinois, Department of Theoretical and Applied Mechanics, 1959.
Plesset, Milton S. On Cathodic Protection in Cavitation Damage, Pasadena, CA: California Institute of Technology, Report no. 85-12, July 1959.
Wu, T.Y. Unsteady Supercavitating Flows, Pasadena, CA: California Institute of Technology, Report No. 85-11, 1959.
Landweber, L. Potential Flow About Bodies of Revolution and Symmetric Two-Dimensional Forms, Iowa City, IO: State University of Iowa, Iowa Institute of Hydraulic Research, 1959.
Acosta, A.J. Cavitating Flow Past a Cascade of Circular Arc Hydrofoils, Pasadena, CA: California Institute of Technology, Report no. E-79-2, 1960.
Brand, R.S. The Collapse of a Spherical Cavity in a Compressible Liquid, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 34, 1960.
Lang, Thomas G., Dorothy Daybell, and Kenneth Smith. Water-Tunnel Tests of Hydrofoils with Forced Ventilation, China Lake, CA: U.S. Naval Ordance Test Station, 1959.
Lang, Thomas G. and Dorothy Daybell. Water-Tunnel Tests of a Base-Vented Hydrofoil Having a Cambered Parabolic Cross Section, China Lake, CA: U.S. Naval Ordnance Test Station, 1960.
Sayre, William W. and Maurice L. Albertson. The Effect of Roughness Spacing in Rigid Open Channels, Fort Collins, CO: Colorado State University, Department of Civil Engineering, Oct. 1959.
Fabula, Andrew G. Application of Thin-Airfoil Theory to Hydro-Foils with Cut-off Ventilated Trailing Edge, China Lake, CA: U.S. Naval Ordnance Test Station, 1960.
Stevenson, Matthew. Roughness Effect and Wake Influence for Two-Dimensional Wire Roughness, College Park, Maryland: University of Maryland, Technical Note BN-219, 1960.
Jones, W.P. Research on Unsteady Flow, Cambridge, MA: Massachusetts Institute of Technology, 1961.
Sylvester, Harold MacTavish. An Investigation of Pressures and Vacua Produced on Structures by Wind, Troy, New York: Rensselaer Polytechnic Institute, 1931.
Tietjens, O. Kinematographische Stromungsaufnahmen von Rotierenden und nicht Rotierenden Zylindern, [s.l., s.n.] 19__?
Tietjens, O. Beobachtung von Stromungsformen, [s.l. s.n.] 1931.
Prandtl, L. and O. Tietjens. Kinematographische Stromungsbilder, [s.l., s.n.] 1925.
Sauerwein, R.T. Sphere Drag Determined by Coasting Through Still Air, Journal of the Aeronautics Society, Vol. 1, 1934.
Prash, Franz. Hydrodynamische Darstellungen der E.T.H. an der I.A.B.W. in Basel 1926, [s.l., s.n.] 19__?
Hislop, G.S. Wind Pressures Upon an Open Tank, The Journal of the Royal Technical College, Glasgow, Vol. 4, Part 2, 1938.
Kaplan, Carl. Potential Flow About Elongated Bodies of Revolution, Washington, D.C. National Advisory Committee for Aeronautics, Report no. 516, 1935.
Kopp, A. Stromungsvorgange an Strompfeilern, Die Wasserwirtschaft, 1933.
Coleman, W.S. The Effect on Profile Drag of Randomly Distributed Low-Intensity Roughness, [s.l., s.n.] 1960.
Laird, Alan D., Charles A. Johnson and Robert W. Walker. Water Forces on Accelerated Cylinders, Transactions of the American Society of Civil Engineers, 1960.
Plesset, Milton S. The Pulsation Method for Generating Cavitation Damage, Pasadena, CA: California Institute of Technology, Report no. 85-22, 1962.
Rouse, Hunter. Energy Transformation in Zones of Separation, Iowa City, Iowa: State University of Iowa, Iowa Institute of Hydraulic Research, Reprints in Engineering, Reprint no. 181. 1961.
O'Neal, A.J., Jr. Hydrogen Damage to Boiler Tubes--Causes and Prevention, [s.l., s.n.] 19__?
Hickling, Robert and Milton S. Plesset. The Collapse of a Spherical Cavity in a Compressible Liquid, Pasadena, CA: California Institute of Technology, Report no. 85-24, 1963.
Thiruvengadam, A. A Comparative Evaluation of Cavitation Damage Test Devices, Laurel, MD: Hydronautics, Inc., 1963.
Hickling, Robert. Effects of Thermal Conduction in Sonoluminescence, Pasadena, CA: California Institute of Technology, Report no. 85-21, 1962.
Ripken, J.F. and J.M. Killen. Gas Bubbles: Their Occurrence, Measurement, and Influence in Cavitation Testing, [s.l., s.n.] 1962.
Ellis, A.T., M.E. Slater and M.E. Fourney. Some New Approaches to the Study of Cavitation, [s.l., s.n.] 1962.
Devine, Robert E. and Milton S. Plesset. Temperature Effects in Cavitation Damage, Pasadena, CA: California Institute of Technology, Report no. 85-27, 1964.
Thiruvengadam, A. and H.S. Preiser. On Testing Materials for Cavitation Damage Resistance, Laurel, MD: Hydronautics, Incorporated, Technical report 233-3. 1963.
Thirevengadam, A. and Sophia Waring. Mechanical Properties of Metals and their Cavitation Damage Resistance, Laurel, MD: Hydronautics, Incorporated, Technical Report 233-5, 1964.
Barnard, B.J.S., A.T. Ellis and M.E. Slater. The Unsteady Flow Cavitation Tunnel at the California Institute of Technology, [s.l., s.n.] 1964.
Beaulieu, L.A. A Three-Component Balance for N.R.C. Water Tunnel, Ottawa, Canada: National Research Council of Canada, Test report MET-435, 1964.
McLean, W.J., A.D.K. Laird and J.W. Brewer. Behavior of a Flexibly Supported Cylinder in a Fluid Stream, Berkeley, CA: University of California, Institute of Engineering Research, Report no. HPS-64-3, 1964.
Ripken, John F., et al. A New Facility for Evaluation of Materials Subject to Erosion and Cavitation Damage, Minneapolis, MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Project Report no. 77, 1965.
Plesset, Milton S. and Robert E. Devine. Effect of Exposure Time on Cavitation Damage, Pasadena, CA: California Institute of Technology, Report no. 85-31, 1965.
Hsieh, Din-Yu. Rectified Internal Convection and Ultrasonic Cavitation in Helium II, Pasadena, CA: California Institute of Technology, Report no. 85-33, 1966.
Ellis, A.T. Parameters Affecting Cavitation and Some New Methods for Their Study, Pasadena, CA: California Institute of Technology, Report no. E-115.1, 1965.
Li, Huon. Hypersonic Non-Equilibrium Wakes of a Slender Body, [s.l.,]: General Electric, Missel and Space Division, 1963.
Li, Huon. Study of Hypersonic Contaminated Wake by an Exact Numerical Solution, [s.l.,]: General Electric, Missle and Space Division, 1963.
Pai, S.I. and H. Li. On the Stability of Axi-Symmetrical Wakes of a Binary Mixture of Compressible Fluids, [s.l.,]: General Electric, Missle and Space Division, 1962.
Lee, Coung Mook and J.R. Paulling. Measurements of Pressures on a Heaving Prolate Spheroid, Berkeley, CA: University of California, College of Engineering, Report no. NA-66-4, 1966.
Solomon, Louis P. and Milton S. Plesset. Nonlinear Bubble Oscillations, Pasadena, CA: California Institute of Technology, Report no. 85-38, 1967.
Ripken, John F. Reduction of Cavitation Damage by Surface Treatment,: Minneapolis, MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Project Report no. 81, 1966.
Baronet, C.N. and W.H. Hoppmann II. Drag Reduction Caused by High Polymer Solutions Injected into Water Flowing Around Cylindrical Bodies, Troy, New York: Rensselaer Polytechnic Institute, Department of Mechanics, 1966.
Binder, Raymond C. and Ben M. Ishino. Effect of High Polymer Additives on Diffuser Separation Flow Noise, Los Angeles, CA: University of Southern California, Mechanical Engineering Department, 1967.
Abecasis, F.M. Fluctuations de Pression dans une Paroi Plane en Contact Avec un Ecoulement a Grande Vitesse, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1966.
Siemons, J. The Phenomenon of Cavitation in a Horizontal Pipe-Line Due to a Sudden Pump-Failure, Journal of Hydraulic Research, 1967.
Wade, R.B. Linearized Theory of a Partially Cavitating Cascade of Flat Plate Hydrofoils, Applied Science Research, Vol. 17, 19__?
Thiruvengadam, A. On Modeling Cavitation Damage, Laurel, MD: Hydronautics, Incorporated, Technical Report 233-10, 1966.
Siccardi, Franco. Phenomena of Beginning Civilization, [s.l., s.n.] 19__?
Corrsin, Stanley. Conjecture on a Connection Between Lift and Particle Displacement, American Institute of Aeronautics and Astronautics, Vol. 6, no. 9, 1968.
Mockros, Lyle F. and Robert Y.S. Lai. Limit of Validity of Stokes Flow Theory for an Accelerating Sphere, [s.l., s.n.] 19__?
Carney, J.F. III, J.F. Mockros and S.L. Lee. Dynamic Response of a Two Degree of Freedom Spherical System in a Fluid, Ingenieur-Archiv, 1967.
Arndt, Roger E.A. and A.T. Ippen. Rough Surface Effects on Cavitation Inception, Journal of Basic Engineering, June 1968.
Ripken, John F. Further Observations on Surface Outgassing as an Influence in Cavitation Damage, [s.l., s.n.] 1968.
Benedini, Marcello. Ricerche sui Fenomeni di Cavitazione in una Valvola a Farfalla, [s.l., s.n.] 1965.
Ghetti, Agusto. Relazione Generale sul Tema II: Cavitazione al IX Convegno di Idraulica e Costruzioni Idrauliche Trieste - Maggio 1965, [s.l., s.n.] 1965.
Bertschler, M. Wechselwirkung von Idealisierten Rauhigkeitselementen mit ihren eigenen Ablosungswirbeln (Voruntersuchung), [s.l., s.n.] 1972.
STRUCTURES
Rahm, Lennart. Flow Problems with Respect to Intakes and Tunnels of Swedish Hydro-Electric Power Plants, Stockholm, Sweden: Royal Institute of Technology, Institution of Hydraulics, Bulletin no. 36, 1953.
Blaisdell, Fred W. and Albert N. Huff. Reports on Tests Made on Three Types of Flume Entrance, Minneapolis, MN: St. Anthony Falls Hydraulic Laboratory, 1944.
Elevatorski, E.A. Discharge Characteristics of Irrigation Delivery Gates, Tuscon, AZ: University of Arizona, Engineering Experiment Station, Bulletin Vol. XXIX, no. 1, 1958.
Crump, Edwin Samuel. A Vortex-Siphon Spillway for Maintaining a Constant Water Level Upstream of a Structure, [s.l., s.n.] 19__?
Narasimham, R.K.V. Failure of Pedda Vagu Causeway and Recommendations for its Reconstruction, [s.l., s.n.] 1949.
Corps of Engineers, U.S. Army. Bonnet Carre Spillway, [s.l.,]: Corps of Engineers, U.S. Army, Second New Orleans District, 19__?
Peterka, A.J. Heart Butte Spillway and Outlet Works, [s.l., s.n.] 1952.
McPherson, M.B. and M.H. Karr. A Study of Bucket-Type Energy Dissipator Characteristics, Harrisburg, Pennsylvania: Gannett Fleming Corddry and Carpenter, Inc., 1956.
Obolensky, Maitre et S. Study of Some Flow Characteristics in the Downstream part of Spillways, La Houille Blanche, Numero 4, 1954.
West, Eugene M. and Ronald D. Hughes. The Development and Use of Hydraulic Models in a Study of Culvert Performance, Lexington, Kentucky: University of Kentucky, College of Engineering, Bulletin no. 41, 1956.
Kessler, Lewis Hanford. Experimental Investigation of the Hydraulics of Drop Inlets and Spillways for Erosion Control Structures, Madison, WI: University of Wisconson, Engineering Experiment Station, 1934.
Hellstrom, B. Fan-shaped Outlets, La Houille Blanche, Number 6, 1953,
Vanoni, Vito A. and James T. Rostron. Baffle Type Energy Dissipator for Pipe Outlets, Agricultural Engineering, Vol. 25, no. 8 & 9, 1944.
Ahmad, Nazir. A Comparative Study of Various Types of Energy Dissipatore, [s.l., s.n.] 1949.
Ahmad, Mazir. Optimum Dimensions of Energy Dissipators Below Flat Weirs and Falls, [s.l., s.n.] 1949.
Lindquist, Erik. Die Energieumwandlung an Wehren, [s.l., s.n.] 1933.
Yarnell, David L. Pile Trestles as Channel Obstructions, Washington, D.C.: United States Department of Agriculture, Technical Bulletin no. 429, 1934.
Yarnell, David L. Bridge Piers as Channel Obstructions, Washington, D.C.: United States Department of Agriculture, Technical Bulletin no. 442, 1934.
Harris, Charles William, Intakes for High Velocity Flumes, Seattle, WA: University of Washington, Engineering Experiment Station, Bulletin no. 33, 1925.
Reneuve, P. and G. Marquenet. Reunions et Voyage d'Etudes du Groupe de Travial de Correction des Torrents et de Lutte contre les Avalanches, La Houille Blanche, 1953.
Mitchelson, A.T. Spillways for Reservoirs and Canals, Washington, D.C.: United States Department of Agriculture, Bulletin no. 831, 1920.
Soil Conservation Service, U.S. Department of Agriculture and South Carolina Agricultural Experiment Station. Hydraulic Studies of Conservation Structures at the Outdoor Hydraulic Laboratory, Spartanburg, South Carolina, [s.l., s.n.] 19__?
Lane, E.W. The Behavior of Soil Materials in Water Retaining Structures, Soil Science Society of America Proceedings, Vol. 1, 1937.
Bradley, J.N. Prototype Behavior of Morning-Glory Shaft Spillways, [s.l., s.n.] 1952.
Warnick, C.C. and R.J. Abbey. Prefab Canal Linings Rated by Seepage Tests, Western Construction, 1953.
Corps of Engineers, U.S. Army. Pittsburg Flood Control Tionesta Dam, Tionesta Creek, [s.l.,]: Corps of Engineers U.S. Army, Pittsburgh District, 1939.
United States Engineer Office, War Department. Sardis Dam and Reservoir Project, Vicksburg, Mississippi: United States Engineer Office, War Department, 1938.
Carstens, M.R. The Hydraulics of Sprinkler Irrigation Systems, Pullman, WA: State College of Washington, Bulletin no. 212, 1951.
Escande, Deopold. Etude des pressions supplementaires engendrees dans une chambre d'equilibre par un debit d'apport non emulsionne, [s.l., s.n.] 1957.
Escande, Leopold et Jacques Dat. Recherches sur les Cheminees D'Equilibre Deversantes, [s.l., s.n.] 1957.
Escande, Leopold. Systemes Complexes de Canaux de Fuite en Charge, [s.l., s.n.] 1957.
Escande, Leopold. Remarque sur la Stabilite des Chambres D'Equilibre Ordinaires ou a Montage Venture, [s.l., s.n.] 1957.
Escande, Leopold. Montage Venture Pitot Inverse Pour une Chemenee D'Equilibre Placee a L'Extrimite Aval d'un Tunnel Amenee, [s.l., s.n.] 1957.
Pfletschinger-Laufer. Kolksichere Sturzboden, [s.l., s.n.] 19__?
Lencastre, Armand. Perdas de Carga Provocadas por Pilares de Pontes, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1954.
Huff, Albert N. The Hydraulic Design of Rectangular Spillways, Minneapolis, MN: St. Anthony Falls Hydraulic Laboratory, 1944.
Huff, Albert N. Progress Report on Design of an Outlet Structure for Head Spillways, Washington, D.C.: U.S. Department of Agriculture, Soil Conservation Service, 1944.
Anonymous. Estudio Hidraulico Experimental del Vertedor de la Presa de San Pedro Piedra Gorda, Zac. [s.l., s.n.] 1955.
Bayer, M. Debouche D'un Ruisseau Dans un Canal de Fuite Navigable, [s.l., s.n.] 1949.
Denis, A. Note Concernant Les Etudes sur Modele Reduit Pour L'Ecluse if a Marchienne-Au-Pont (Canal de Charleroi a Bruxelles), [s.l., s.n.] 1954.
Jaeger, Charles. De la Stabilite des Chambres D'Equilibre et des Systems de Chambres D'Equilibre, [s.l., s.n.] 1944.
Park, F.R. Hydraulic Model Tests for Upper Chickamauga Pool-Navigation Experiment, [s.l., s.n.] May 1937.
Iyer, V. Ganesh. Volute Siphons, [s.l., s.n.] 1937.
Escande, Leopold. Oscillations provoquees Dans Une Cheminee D' Equilibre par Une Ouverture Partielle Succedant a Une Fermeture Complete Instantanee, [s.l., s.n.] 1955.
Escande, Leopold. Oscillations Superposees Dans Une Chambre D'Equilibre a Etranglement, [s.l., s.n.] 1955.
Gruat, Jean. Determination par Analogie Electrique de L'Amplitude des Oscillations du Plan D'Eau Dans Les Cheminees D'Equilibre, [s.l., s.n.] 1955.
Escande, Leopold. Oscillations Superposees Dans une Chambre D'Equilibre en Tenant Compte Des Pertes de Charge, [s.l., s.n.] 1955.
Escande, Leopold et Louis Castex. Experiences sur la Descente Des Batardeaux en eau Vive, [s.l., s.n.] 1955.
Escande, Leopold. Etranglement Optimum Dans le Cas D'lune Cheminee D'Equilibre Deversante, [s.l., s.n.] 1955.
Gruat, Jean. Etude par Analogie Electrique des Cheminees D'Equilibre a Section Constante et a Etranglement, [s.l., s.n.] 1955.
Escande, Leopold. Influence de la Position D'Une Ventouse de Securite sur Son Fonctionnement, [s.l., s.n.] 1955.
Escande, Leopold et Louis Castex. Influence de la Forme Des Elements de Batardeau sur Leur Descente en eau Vive, [s.l., s.n.] 1955.
Sananes, Fabien. Etude de L'Ecoulement Sur un Seuil Circulaire Muni D'une Fente Aspiratrice, [s.l., s.n.] 1951.
Escande, Leopold. Sur une Hypothese Relative aux Chambres D'Equilibre a Etranglement Optimum, [s.l., s.n.] 1955.
Schultze, Edgar. Excess Hydrostatic Pressures Behind Quay Walls, Vicksburg, Mississippi: Waterways Experiment Station, Research Center, Translation no. 54-5, 1954.
Hunter, Roy B. Building Materials and Structures, Washington, D.C. U.S. Department of Commerce, National Bureau of Standards, Report BMS79,1941.
Hunter, Roy B. Building Materials and Structures, Washington, D.C.: U.S. Department of Commerce, National Bureau of Standards, Report BMS65, 1940.
Grzywienski, A. Model Tests on the Most Preferable Construction Type of River-Controlled Power Plants, [s.l., s.n.] 1949.
Novak, Pavel. Hydrotechnicky Vyzkum Vyvaru a Vymoulu V Podjezi, [s.l., s.n.] 1956.
Anonymous. Model Study on the Gravity Spillway of Shihmen Reservoir Project, Taipei, Taiwan, China: Taipei Hydraulic Laboratory, Research Bulletin, Series A: Hydraulic Model Studies no. 6, 1955.
Anonymous. Model Study on the Bucket of Lung-Chien Diversion Dam, Taipei, Taiwan, China: Taipei Hydraulic Laboratory Research Bulletin, Series A: Hydraulic Model Studies no. 10, 1958.
Morgan, H.D. and J.S. Burgess, Intake Design and Model Investigations for the Caroni (Macgua no. 1.) Hydro Electric Scheme (Venezuela). [s.l., s.n.] 19__?
Chabert, J. Main Results of the Scale Model Study for the Intake and Storage Structure of the Montelimar Installation, La Houille Blanche, Numero 3 1955.
Anonymous. Raccordements pour Conduites a Section Carree, La Houille Blanche, Numero 5, 1955.
Balint, E. W.R. Flower and F. Frueh. Analyses of a Complex Surge Tank System, The Journal of the Institution of Engineers, Australia, Vol. 27, no. 6, 1955
Reinus, Erling. Hydraulisk Utformning av Tubintag Till Underjordiska Kraftverk, [s.l., s.n.] 1956.
University of Utah. Proceedings of the First Western Conference on Asphalt in Hydraulics, University of Utah, College of Engineering, Bulletin of the University of Utah, Vol. 47, no. 14, 1956.
Chien, Ning. Automatic Control of Flow Diversion in Irrigation Channels, The Chinese Journal of Hydraulic Engineering, 1956.
Richardson, G.C. and M.J. Webster. Hydraulic Design of Columbia River Basin Navigation Locks, [s.l., s.n.] 19__?
Lencastre, Armando. Descarregadores em Poco, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1956.
Fialho, J.F. Lobo. Alguns Aspectos da Construcao das Grandes Barragens da Europa Central, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1956.
Chang, Q.T. Filtration Pressure of the Concrete Gravity Dams, The Chinese Journal of Hydraulic Engineering, 1956.
Wheaton, Herbert H. Siphon-Spillway Models Tested Against Prototypes, Engineering News-Record, 1932.
Anonymous. Preliminary Report of Hydraulic Model Study of the Lake Carl Blackwell Spillway, [s.l., s.n.] 1945.
Anonymous. Model Study on the New Intake of Taoyuan Canal of Shihmen Reservoir Project, Taipei, Taiwan, China: Taipei Hydraulic Laboratory, Research Bulletin, Series A: Hydraulic Model Studies no. 8, 1957.
Kessler, Lewis Hanford. Experimental Investigation of the Hydraulics of Drop Inlets and Spillways for Erosion Control Structures, University of Wisconsin, Engineering Experiment Station, Bulletin of the University of Wisconsin, Engineering Experiment Station Series no. 80, 1934.
Nelson, Martin E. Laboratory Tests on Hydraulic Models of the Hastings Dam, Iowa City, Iowa: University of Iowa, STudies in Engineering, Bulletin 2, 1932.
Yarnell, David L., Floyd A. Nagler and Sherman M. Woodward. Flow of Water Through Culverts, Iowa City, Iowa: University of Iowa, Studies in Engineering, Bulletin 1, 1926.
Dawson, F.M. and A.A. Kalinske. Vacuum-Breaker Development for Back-Siphonage Prevention, Iowa City, Iowa: University of Iowa, Reprint no. 2, 1937.
Lecomte, J. and G. Schaer. Sea Water Intake for the New Steam Power Plant of Roches Noires at Casablanca, [s.l., s.l.] 1951.
Beer Oskar. Hochwasserentlastungsanlagen Osterreichischer Talsperren, [s.l., s.n.] 1959.
Grengg, Hermann. New Methods for the Construction of Underground Seals in Porous or Loose Rocks, [s.l., s.n.] 1959.
Ruggiero, Corrado. I Laghetti per Irrigazione e la Scolmatura di Piena in Bacini Collinari, [s.l., s.n.] 19__?
Hayashi, Taizo. The Governing Equations for Surging at the Surge Chamber of the Tail-Race Tunnel due to Load Rejection, Transactions of the Japan Society of Civil Engineers, no. 56, 1958.
Hayashi, Taizo. Les Equations Generales des Variations du Niveau D'eau Dans la Chambre D'Equilibre au Canal de Fuite Qui Suivent l'arret de Charge, Tokyo, Japan: Chuo University, Reports of the Faculty of Engineering, 1959.
Tennessee Valley Authority. Hydraulic Model Studies, Fort Patrick Henry Project, Knoxville, TN: Tennessee Valley Authority, Technical Monograph no. 87, 1960.
Bromilow, F., and J.W. Clark. Embudo Arroyo Hydraulic Model Studies, University Park, New Mexico: New Mexico State University, Engineering Experiment Station, Bulletin no. 13, 1960
Ackers, Peter, and Edwin Samuel Crump. The Vortex Drop, Westminster, London: The Institution of Civil Engineers, 1960.
Zuyderzee Works, Board of - The Hague. Land Out of the Sea, [s.l., s.n.] 19__?
University of Norway. Model Tests Completed in 1959, Trondheim, Norway: Technical University of Norway, River and Harbour Research Laboratory, Bulletin no. 3E, 1960.
Ree, W.O. and W. R. Gwinn. Tests of a Closed Conduit Spillway Debris Guard and Anti-Vortex Baffle, [s.l.]: U.S. Department of Agriculture, Agricultural Research Service, Research Report no. 313, 1958.
Larner Engineering Company. Johnson Differential Surge Tank, Philadelphia, Pennsylvania: Larner Engineering Company, 19__?
Gaylord J.M. and J.L. Savage. High Pressure Reservoir Outlets, Design, Construction and Operation, [s.l.]: U.S. Department of the Interior, Bureau of Reclamation, 1925.
Blaisdell, Fred W. The SAF Stilling Basin, a Structure to Dissipate the Destructive Energy in High-Velocity Flow from Spillways, Washington, D.C.: U.S. Department of Agriculture, Agricultural Research Service, Agriculture Handbook no. 156, 1959.
Judge, Joe A. The Barkley Lock Project, [s.l., s.n.] 1960.
Stickney, G.F. The Stickney Siphon Spillway and the Stickney Automatic Crest for Dams, Albany, N.Y.: Hydraulic Specialties Company, 19__?
Patankar, B.V. and A.V. Srinivasan. Hollow Circular (R-C) Dam, [s.l., s.n.] 1957.
Tschada, Hugo. Die Spiralenauslasse des Kraftwerkes St. Pantaleon, [s.l., s.n.] 1961.
Boucher, Raymond. Calibrage D'un Barrage-Deversoir a L'aide D'un Modele Reduit, Revue Trimestrielle Canadienne, 1938.
Randolph, Richard R., Jr. Hydraulic Tests on the Spillway of the Madden Dam, American Society of Civil Engineers, Papers, 1937.
Velatta, Massimo. Manufatti `Prefabbricati' per Bonifica e Per Irrigazione, [s.l., s.n.] 1948.
Gibson, Arnold Hartley, Thomas Hulme Aspey and Fred Tattersall. Experiments on Siphon Spillways, Westminster, London: The Institution of Civil Engineers, 1931.
Naylor, A.H. Siphon Spillways, London: Edward Arnold and Company, 1935.
Gibson, Arnold Hartley. An Investigation of the Back-Water Suppressor as Applied to a Hydro-Electric Installation, Westminister, London: The Institution of Civil Engineers, 1930.
Kennedy, Robert E. Spillway Hydraulics for Small Dams in North Dakota, Bismarck, North Dakota: State Engineer Department, 1935.
Douma, Jacob H. Hydraulic Design of Slide, Vertical-Lift and Tainter Gates for High-Head Reservoir Outlets, New Delhi, India: Quatrieme Congres des Grands Barrages, 1951.
Anonymous. Experimental Study for the Surge Basin of the Aswan Dam, Hydro-electric Power Plant, Cairo, Egypt: General Organisation for Government Printing Offices, 1961.
Doland, J.J., T.E. Larson and C.O. Reinhardt. Model Study of Spillway Characteristics, Urbana, IL: State Water Survey Division, 1937.
Lamoen, J. Essais sur Modeles Reduits Pour des Barrages-Deversoirs, [s.l., s.n.] 1948.
Lamoen, J. Essais sur Modeles Reduits Pour des Barrages Deversoirs, 2 partie, [s.l., s.n.] 1949.
Marzolo, Francesco. Gallerie a Pressione con Possibilita di Sfioramenti Lungo il Percorso, L'Energia Elettrica, Vol. XXIII, 1946.
Cooman, Carl C. The Mount Morris Dam, [s.l., s.n.] 1929.
Kartenbeck. Ahnlichkeitsbedingungen bei Stromungsvorgangen, [s.l., s.n.] 1936.
Johnston, C.N. The Portable Irrigation Siphon and a New Priming Valve for Siphons, Berkeley, CA: University of California, College of Agriculture, Agricultural Experiment Station, 1945.
Tennessee Valley Authority. Information of Interest and Summary of Principal Features, [s.l.,]: Tennessee Valley Authority, 19__?
Stauwerke, A.G. Automatic Control and Regulation of Water Levels, [s.l., s.n.] 19__?
Marquenet, G. The Use of Floods for Head Maintenance at the Faux-la-Montagne Power Plant, La Houille Blanche, 1951.
Gildea, Albert P. Corps of Engineers Studies Flood Problems with Large Scale Models in Outdoor Laboratory, Southwest Builder and Contractor, 1948.
Chabert, J. De L'Utilisation du Phenomene D'Injection dans un Evacuateur de Crues, La Houille Blanche, 1952.
Citrini, Duilio. Sull'Attenuazione di Un'Onda Positiva ad Opera di uno Sfioratore Laterale, Milano, Italy: Istituto di Idraulica e Costrozioni Idrauliche, no. 76, 1949.
Perazzo, Roberto Jose. Dique San Roque, Estudio en Modelos Reducidos del Pozo Vertedero, [s.l., s.n.] 1942.
Drisko, J.B. and W.M. Borland. Memorandum to Chief Designing Engineer Subject: Hydraulic Model Experiments for the Design of the Pine View Spillway, Denver, CO: U.S. Department of the Interior, Bureau of Reclamation, Technical Memorandum no. 393, 1934.
Bradley, J.N. and J.B. Drisko. Memorandum to Chief Designing Engineer Subject: Hydraulic Model Experiments for the Design of the Rye Patch Spillway, Denver, CO: U.S. Department of the Interior, Bureau of Reclamation, Technical Memorandum no. 411, 1934.
Veronese, Alessandro. Ricerche sul Comportamento Idraulico dei Sifoni de Derivazione, [s.l., s.n.] 1935.
Johnson, J.W. Energy Losses due to Obstructions in Streams, [s.l., s.n.] 19__?
Fellenius, Wolmar and Erik Lindquist. Researches Concerning the Discharge Conditions at the Vargon Regulation Weir for Weekly Regulation of Gota Alv, [s.l., s.n.] 1933.
Scimemi, Ettore. Sulla Forma da Assegnare Alle Dighe Sfioranti, L'Energia Elettrica, Vol. XXIII, 1946.
Escande, Leopold. Etude Theorique de la Stabilite des Chambres D'Equilibre a Etranglement, [s.l., s.n.] 1952.
Escande, Leopold. Amplitude des Oscillations Entretenues dans les Chambres D'Equilibre a Etranglement, [s.l., s.n.] 1952.
Escande, L. Les Barrages-Deversoirs a Fente Aspiratrice, Le Genie Civil, 1952.
Rich, George R. Hydraulics of Lock-Filling Systems, The Military Engineer, Vol. XXV, no. 139, 1933.
Oxx, Francis H. The Ohio River Movable Dams, The Military Engineer, Vol. XXVII, 1935.
Kirschmer, Otto. Zerstorung und Schutz von Talsperren und Dammen, [s.l., s.n.] 1948.
Chan, Albert Jeung. Scale Effects on the Performance of Overflow Spillway Models, [s.l., s.n.] 1949.
Anonymous. Keokuk Dam Model, [s.l., s.n.] 19__?
Bradley, J.N. Studies of Flow Characteristics, Discharge and Pressures Relative to Submerged Dams, Denver, CO: U.S. Department of the Interior, Bureau of Reclamation, 1945.
Hinderks, Albert. Stromungsuntersuchung an Selbsttatigen Saububerfallen (Saughebern). [s.l., s.n.] 1929.
Ramponi, Francesco. Sulle Oscillazioni nei Pozzi Piezometrici per Manovre Alterne Ripetute, [s.l., s.n.] 1946.
Lencastre, Armando Coutinho. Estudo dan Condicoes de Afogamento de uma Galeria de Desvio, [s.l., s.n.] 1952.
Scimemi, Ettore. Richerche Di Idraulica e Utilizzazioni Industriali, L'Ingegnere, 1938.
Velatta, Massimo. Contributo Sperimentale allo Studio Degli Sfioratori Laterali, L'Energia Elettrica, 1934.
De Marchi, Giulio and Mario Marchetti. Ricerche Sperimentali sui Sifoni Autolivellatori, [s.l., s.n.] 1935.
Veronese, Alessandro. Ricerche sulla Relazione che Intercede tra L'Altezza di Adescamento die Sifoni Autolivellator Sperimentati in Modello e Quella Dell'originale, [s.l., s.n.] 1934.
U.S. Army. Corps of Engineers. Pittsburgh Flood Control Tionesta Dam, Tionesta Creek, [s.l.,]: U.S. Army. Corps of Engineers, Pittsburgh District, 1939.
U.S. Engineer Office. Sardis Dam and Reservoir Project, Vicksburg, Mississippi: United States Engineer Office, War Department, 1938.
Vetter, C.P. Design of Roller Gates, Denver, CO: United States. Department of the Interior, Bureau of Reclamation, Technical Memorandum no. 562, 1937.
Bonnet, L., J. Blockmans and J. Lamoen. Experimental Investigation of Various Types of Self-Priming Syphons Using Scale Models [s.l., s.n.] 1937.
Martins, N. L'Aeration dans les Evacuateurs en Puits, Lisboa, Portugal: Laboratorio Nacional de Enginharia Civil, 1960.
Seddon, A.E. Hydraulic Problems in Power Station Design and Their Solution with Scale Models, Research, Vol. 14, 1961.
Kuwano, Sadami. Economical Overflow Depth of the Side Channel Spillways, Journal of the Agricultural Engineering Society, Japan, Vol. 29, no. 2, 1961.
Marzolo, Francesco. Hydraulic Structures for Irrigation and Drainage Networks, [s.l., s.n.] 1959.
Indri, Egidio. Indagine Sulle Opere di Presa e Sui Dissabbiatori, [s.l., s.n.] 1959.
Indri, Egidio. Indagine Sulle Opere di Presa e Sui Dissabiatori, [s.l., s.n.] 1954.
Anonymous. Model Study on Tsao-Pien Spillway, Taipei, Taiwan, China: Taipei Hydraulic Laboratory Research Bulletin, Series A: Hydraulic Model Studies no. 19, 1962.
Hall, Geoffrey Warren. Analytical Determination of the Discharge Characteristics of Broad-Crested Weirs Using Boundary Layer Theory, Westminster, London: The Institution of Civil Engineers, 1962.
Anonymous. Behavior of Some Spillways in Irrigation Structures, Lisbon, Portugal: Laboratorio Nacional de Engenharia Civil, 1961.
Wehrschutz, Fernand. Full- und Entleerungssysteme von Schiffsschleusen mit GroBen Fallhohen, [s.l., s.n.] 1962.
Abecasis, F.M. Manzanares. Soleiras Descarregadoras, Alguns Problemas Especiais, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1961.
Lencastre, A. Descarregadores de Lamina Livre, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1961.
Reitz, Arnfried. Das Stauwerk im Bogen, [s.l., s.n.] 1962.
Humphreys, H.W. and G. Sigurdsson. Effect of Metal Grating Deck on Drop-Inlet Spillway Performance, Urbana, Illinois: State of Illinois, State Water Survey Division, Circular 75, 1959.
Linder, Walter M. The Effect of Surface Roughness on the Flow of Water Over Rock Sills, [s.l., s.n.] 19__?
Newman, D. Tests on Hydro-pneumatic Fenders at Dover Harbour, The Dock and Harbour Authority, Vol. XLIII, no. 505, 1962.
Vann, L.C. Side-Channel Spillway with Channel Offset and Abrupt Rise, [s.l., s.n.] 1963.
Mattimoe, J.J., E.R. Tinney and W.W. Wolcott. Rock Trap Experience in Unlined Tunnels, [s.l., s.n.] 1963.
Aitken, P.L., et al. Economy in Design and Construction of Hydro-Electric Works, Including Reference to Reductions in Energy Losses, [s.l., s.n.] 1964.
Eagleson, P.S., G.K. Noutsopoulos and J.W. Daily. The Nature of Self-Excitation in the Flow-Induced Vibration of Flat Plates, The American Society of Mechanical Engineers, Winter Annual Meeting, 1963.
Harrison, A.J.M., S. Montes Videla. An Automatically Controlled Water Intake, Water and Water Engineering, 1964.
Beneni, Giuseppe. Sull'Angolo di Migliore Incidenza di una Derivazione, [s.l., s.n.] 1952.
Bowers, Charles E. Hydraulic Model Studies for Whiting Field Naval Air Station, Milton, Florida, Part V, Studies of Open-Channel Junctions, Minneapolis, MN: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Project Report no. 24, 1950.
Anonymous, Teknik Bulten, 1965.
Kolkman, P.A. Analysis of Vibration Measurements on an Underflow Type of Gate, Netherlands: Hydraulics Laboratory Delft, Publication no. 33, 1963.
Thomas, A. Rylands and George H. Lean. The Vibration of a Submerged Wall Exposed to a Jet, [s.l., s.n.] 1963.
Parthasarathy R. Theory of Hydraulic Gate Vibrations, [s.l., s.n.] 19__?
Datei, Claudio. I Condotti Emungenti da un Serbatoio, [s.l., s.n.] 1962.
Anonymous. Model Study on the Surge Chamber of Du-Kuan Hydroelectric Power Plant, Taipei, Taiwan, China: Taipei Hydraulic laboratory, Research Bulletin, 1961.
Ahman, Mushtaq, Ch. Mohammad Ali and Said Ahmad. Designing of Fish Ladders, Lahore, West Pakistan: West Pakistan Irrigation Research Institute, Technical Report no. 362/HYD/1962, 1962.
Portland Cement Association. Concrete Culverts and Conduits, Chicago, IL: Portland Cement Association, 19__?
Harrison, A.J.M. Some Comments on the Square-Edged Broad-Crested Weir, Water and Water Engineering, 1964.
Pajer, Georg. Uber den Stromungsvorgang an Einer Unterstromten Scharfkantigen Planschutze, [s.l., s.n.] 1937.
Indri Egidio. Esperienze su Modelli di Scaricatori a Pozzo a Costanza di Livello Nel Serbatoio, [s.l., s.n.] 1959.
Ghetti, Augusto. Elementi per lo Stuido Idraulico Degli Organi di Scarico Profondo da Serbatoi, Desunti da Ricerche Sperimentali, [s.l., s.n.] 1959.
Datei, Claudio. Alcune Considerazioni Sulla Forma Dei Profili Meridiani Degli Scaricatori a Calice, [s.l., s.n.] 1961.
Anonymous. Estudio en Modelo Hidraulico del Aliviadero en Morning Glory y Conductos de Descarga de la Represa de Aguada Blanca, Lima, Peru: Laboratorio Nacional de Hidraulica, 1965.
Anonymous. Estudio en Modelo Hidraulico del Reacondicionamiento del Canal Madre Viejo de la Irrigacion Pampas de la Joya, Lima, Peru: Laboratorio Nacional de Hidraulica, 1963.
Anonymous. Estuido en Modelo Hidraulico de la Rapida y Tanque Amortiguador Correspondientes a las Progresivas 6064.05 y 6137.77 del Canal Madre Viejo de la Irrigacion Pampas de la Joya, Lima Peru: Laboratorio Nacional de Hidraulica, 1965.
Anonymous. Estudio en Modelo Hidraulico del Canal Madre Viejo Entre las Progresivas 9 + 340 Y10 + 570 de la Irrigacion Pampas de la Joya, Lima, Peru: Laboratorio Nacional de Hidraulica, 1965.
Da Cunha, L. Veiga and A. Castro Lencastre. La Dissipation de L'Energie dans un Evacuateur en Saut de Ski Observation de L'Erosion, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1966.
De Almeida, J. Rodrigues. Essais en Modele Reduit du Saut de Ski de L'Evacuateur de Crues du Barrage D'Alto Rabagao (Portugal), Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1966.
Fangmeier, Delmar D. and Theodor Strelkoff. A Solution for Gravity Flow under a Sluice Gate, [s.l., s.n.] 1964?
Strelkoff, Theodor and Mohammad S. Moayeri. Pattern of Potential Flow in a Free Overfall, [s.l., s.n.] 1965?
Rahman, M.A. Model Studies in the Design of Stilling Basin of Pipe Regulators and Drainage Sluices, The Pakistan Engineer, Vol. 196, February 1967.
Ramos, F. Oliveira and D. Pinto Da Silva. Vidanges de Fond Debouchant dans des Bassins D'Amortissement L'Erosion du Benton, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1966.
Charlton, F.G. A Study of a Self-Priming Self-Regulating Saddle Siphon, with Special Reference to Means of Admitting Regulating Air, London: The Institution of Water Engineers, 1966.
Harrison, A.J.M. Hydraulic Model Investigation of a Siphon Bellmouth, London: The Institution of Water Engineers, 1966.
Binnie, A.M. The Flow of Water Under a Sluice-Gate, Quarterly Journal of Mechanics and Applied Mathematics, Vol. V, Pt. 4, 1952.
Rubatta, Antonello. Gli Sfioratori a Calice, L'Energia Elettrica, Vol. XXXIX, 1962.
Osborn, John F. Rectangular-Bar Trashrack and Baffle Headlosses, Journal of the Power Division, American Society of Civil Engineers, 1968.
Valentin, F. Einflub des Unterwasserstandes auf die Stromungsverhaltniss beim Ausflub unter Einer Schutze, Munchen, Germany: Institut fur Hydraulik und Gewasserkunde, 1968.
Pedersen, Flemming Bo. Bestimmung der Wirtschaftlich Optimalen Stollensysteme bei Wasserkraftwerken, [s.l., s.n.] 1968.
Franke, Paulgerhard. AbfluB und Wasserspeigellage bei Sohlenrechen, [s.l., s.n.] 1962.
Franke, P. Der AbfluB uber Streichwehre nach Engels, Die Bautechnik, 1962.
Franke, P. Sauguberfalle, [s.l., s.n.] 1962.
Ackers, P., A.J.M. Harrison and A.J. Brewer. The Hydraulic Design of Storm Sewage Overflows Incorporating Storage, The Journal of the Institution of Municipal Engineers, Vol. 95, no. 1, 19__?
Hickenlooper, Irby J., John C. Guillou and Ven Te Chow. Hydraulic Studies of a Highway Bridge, Urban, IL: University of Illinois, College of Engineering 1957.
Chapus, E.E. and J. Dubouchet. Automatic Water Control Equipment for Open Channels, [s.l., s.n.] 1968.
Anwar, H.O. Vortices at Low-Head Intakes, Water Power, 1967.
Zimmermann, J. Widerstand Schrag Angestromter Rechengitter, [s.l., s.n.] 1969.
Rajaratnam, N. and K. Subramanya. Diffusion of Submerged Sluice Gate Flow Over a Drop, 12th Congress of the International Association for Hydraulic Research, 1967.
Indri, Egidio. Lo Sbarramento sul Fiume po per L'impianto di isola Serafini della S.I.M.A., [s.l., s.n.] 1963.
De Almeida, Jose Rodrigues. Descarregadores de Lamina Livre Sobre Toto o Corroamento de Barragens Dissipacao - Restituicao nas Encostas, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1969.
Jonsson, Ivar G. Plane-Wall Diffuser Flow, Copenhagen, Denmark: Technical University of Denmark, Coastal Engineering Laboratory, 1968.
Adami, Attilio. Analisi di un Moto in uno Scaricatore a Vortice, [s.l., s.n.] 1967.
Datei, Claudio. Il Calcolo Dell'escursione Massima in una Vasca D'oscillazione con Strozzature alla Base per una Manovra di Chiusura Istantanea Completa, [s.l., s.n.] 1965.
Ghetti, Augusto and Giampaolo di Silvio. Investigation on the Running of Deep Gated Outlet Works from Reservoirs, and Di Silvio, Giampaolo. On the Model-Protptype Similarity of the Air Entrainment in Deep Gated Outlet Works from Reservoirs, [s.l., s.n.] 1968.
Rolla, Pier Antonio and Giuseppe Zanella. Immissione di Portata in una Galleria a Pressione Mediante Sifoni con Chiusura Idraulica Allo Sbocco. Esame Sperimentale su Modello, [s.l., s.n.] 1967.
Leitao, J. Barradas. Ensaios em Modelo Reduzido do Fecho do Rio Zambeze em Cabora-Bassa, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1970.
Bakker, J.W. and A.P. Hidding. The Influence of Soil Structure and Air Content on Gas Diffusion in Soils, The Netherlands: Institute for Land and Water Management Research, Technical Bulletin 71, 1970.
Indri, Egidio. Indagine Preliminare sul Dimensionamento dei Pozzi Piezometrici di Centrali Idroelettriche Italiane in Vista De-la Loro Attitudine al Servizio Libero, [s.l., s.n.] 1965.
Vischer, Daniel. Die Durchlaufkuhlung von Warmekraftwerken aus der Sicht der Wasserwirtschaft, [s.l., s.n.] 1972.
Binnie A.M. The Theory of Flexible Dams Inflated by Water Pressure, [s.l., s.n.] 1972.
GENERAL RIVER DEVELOPMENT
Labaye, G. Le Probleme des Evacuateurs de Crues de Serre-Poncon, [s.l., s.n.] 1954.
Corps of Engineers, U.S. Army. Effects of Proposed Channel Enlargement between Philadelphia and Trenton, Vicksburg, Mississippi: Waterways Experiment Station, Delaware River Model Study, Report no. 3, 1952.
Corps of Engineers, U.S. Army. Johnstown Channel Improvement, Pittsburg, Pennsylvania: Corps of Engineers U.S. Army, 1939.
Japanese Government, Ministry of Construction Rivers in Japan, [s.l., s.n.] 1957.
Williams, W.H. Ontario Hydro Survey on the St. Lawrence, [s.l., s.n.] 1956.
Poitrat, R. L'Amenagement du Rhin entre Strasbourg et Bale, Strasbourg, France: Societe pour l'Expansion du Port de Strasbourg, 1949.
Inglis, Claude Cavendish and Friedrich Julius Theodor Kestner. Changes in the Wash as Affected by Training Walls and Reclametion Works, West-minister, London: The Institution of Civil Engineers, 1958.
Morlat, G. Sur la Consigne D'Exploitation Optimum des Reservoirs Saisonniers, La Houille Blanche, Numero 4, 1951.
Miliani, Luigi. La Sistemazione Idraulica del Torrente Agno-Gua e il Bacino Idraulico di Montebello Vicentino, Roma, Italy: Stabilimento Tipographico del Genio Civile, 1934.
La Houille Blanche. Hydraulique et Electricite Francaises, La Houille Blanche, 1950.
Rivers and Harbors, River Construction, Various articles. [s.l., s.n.] 19__?
Bandini, Alfredo. Regulacion de los caudales de Cursos de Agua y las Potencias Aprovechables, por Intermedio de Embalses dn Derivacion o Cadena, Buenos Aires, Argentina: Publication del Centro Argentino de Ingenieros, 1951.
De Marchi, Giulio. Ripercussioni Della Regolazione del Lago Maggiore Sulle Piene del Lago e su Quelle del Ticino a Sesto Calende, Milano, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1950.
Ippen, Arthur T. Water Resources Development, a Vital Responsibility of the Civil Engineer, Journal of the Boston Society of Civil Engineers, 1961.
Marzolo, Francesco. Problemi Idraulici del Retroterra Veneziano, Padova, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1958.
Moore, Charles V. Economics of Water Demand in Commercialized Agriculture, Journal of the American Water Works Association, Vol. 54, no. 8, 1962
Grengg, Hermann. Funktion, Ordnung und Gestalt im Konstruktiven Wasserbau, [s.l., s.n.] 1962.
Sutton, Walter G. Planning for Optimum Economic Use of Flood Plains, Atlanta, GA: American Society of Civil Engineers, Environmental Engineering Conference, 1963.
Lesleignter, E.J. Macleay River Flood Mitigation Model Investigation, Australia: Department of Public Works, 1963.
Marzolo, Francesco. Sulle Rettifiche Fluviali, Venezia, Italy: Atti del Reale Instituti di Scienze Lettere ed Arti, 1943.
Thomas Jr., Harald A. Capacity Expansion of Public Works, [s.l., s.n.] 19__?
Yakuwa, Isao. Phase of the Diurnal Variation of Water Temperature of a River, Memoirs of Engineering Hokkaido University, Vol, XI, no. 1, 1960.
Yakuwa, Isao. The Longitudinal Turbulent Motion of a River Flow and its Role on the Diurnal Variation of Water Temperature, Memoirs of Faculty of Engineering Hokkaido University, Vol. XI, no. 3, 1962.
Indri, Egidio. Il Progresso Della Meccanizzazione Dei Cantieri e Suoi Riflessi sul Costo Delle Opere, Con Riferimento alla Costruzione di Gallerie per Impianti Idroelectrici, l'Energia Elettrica Vol. XLI, 1964.
Tonini, Dino. Sulla Producibilita Degli Impianti Idroelettrici, L'Energia Elettrica, Vol. XLI, 1964.
De Menezes, V. Brandao, D. Pinto Da Silva and A. Pinto De Magalhaes. L'Ecluse de Carrapatelo sur le Fleuve Douro, Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1970.
Tschopp, J. Hochwasserruckhaltebecken, [s.l., s.n.] 1972.
HYDROLOGY
Courvoisier, P. and H. Wierzejewski. Beitrage zur Strahlungsmebmethodik I: Die Physikalischen Grundlagen der Kalorischen Strahlungsmebmethoden, [s.l., s.n.] 1948.
Courvoisier, P. and H. Wierzejewski. Beitrage zur Strahlungsmebmethodik II: Die Berechung der Wirdungweise Lakorischer Strahlungsmebinstrumente, [s.l., s.n.] 1948.
Bener, Paul. Untersuchung uber die Wirkungsweise des Solarigraphen Moll-Gorczynski, [s.l., s.n.] 1950.
Wierzejewski, H. Theoretisches und Konstruktives zur Messung der Abkuhlungsgrobe, [s.l., s.n.] 1950.
Serra, Louis. Le Controle Hydrologique d'un Bassin Versant, [s.l., s.n.] 19__?
Serra, L. L'Etude Meterologique des Possibilities de Crues Application a la Durance, [s.l., s.n.] 1956.
Chavez, Eduardo, et al. Proyecto de Servicio de Prevision de Avenidas, [s.l., s.n.] 1957.
Cappus, P. Le Calcul des Crues La Houille Blanche, 1953.
Donaugebiet. Deutsches Gewasserkundliches Jahrbuch, Munchen, Germany: Bayer. Landesstelle fur Gewasserkunde, 1953.
Corwin, Leonard B. Handbook for Climatologists, Part IV, Installation and Care of Recording Rain Gages, New Philadelphia, Ohio: Muskingum Climatic Research Center, 1938.
U.S. Department of Agriculture, Soil Conservation Service. Extracts from Water Resources Bulletin United States Geological Survey of November 10, 1938, [s.l.,] U.S. Department of Agriculture, Soil Conservation Service, 1938.
Smallwood, Jr., Charles, Herbert B. Wyndham and Daniel N. Cote. Calculation of Impounded-Storage Requirements, Journal American Water Works Association, Vol. 46, no. 3, March 1954.
Schnackenberg, E.C. Extreme Flood Discharges, [s.l.,]: The New Zealand Institution of Engineers, 1949.
Gear, D.J. Underground Water Supplies in the Granitic and Gneissose Rocks of Eastern Uganda, [s.l., s.n.] 19__?
U.S. Department of Agriculture, Soil Conservation Service, Drainage of Irrigated Land in the Imperial Valley, [s.l., s.n.] 1944.
Benham, A.D. The Estimation of Extreme Flood Discharges by Statiscical Methods, [s.l.,]: The New Zealand Institution of Engineers, 1950.
Schnackengerg, E.C. Hydrologic Data... Part 1 - Rainfall and Runoff, Commonwealth Engineer, 1953.
Schnackenberg, E.C. Difficulties in Obtaining and Presenting Hydrologic Data, [s.l., s.n.] 1951.
Carter, N.R. Lake Waikaramoana, New Zealand, [s.l., s.n.] 1951.
Benham, Allan D. Variability of Flow in Lake-Controlled Rivers in New Zealand, [s.l., s.n.] 1951.
Nordbye, D.J. and D.A. Campbell. Preliminary Infiltration Investigations in New Zealand, [s.l., s.n.] 1951.
Schnackenberg, Ellis C. Difficulties in Obtaining and Presenting Hydrologic Data, [s.l., s.n.] 1951.
Schnackenberg, Ellic C. Hydrologic Data... Part 1 - Rainfall and Runoff, Commonwealth Engineer 1953.
Citrini, Duilio. Drenaggi a Raggiera e Sistema di Pozzi in una Falda Artesiana, Milano, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1951.
Switzer, F.G. and H.G. Miller. Floods, Ithaca, New York: Cornell University, College of Engineering, Bulletin of the Engineering Experiment Station, no. 13, 1929.
Saville, Thorndike and John Dargan Watson. An Investigation of the Flow-Duration Characteristics of North Carolina Streams, Transactions of the American Geophysical Union, 1933.
Onodera, Toru. Determination of Permeability by Pumping from a Spherical Well, Journal of Research, Public Works Research Institute, Vol. 3, 1958.
Gumbel, E.J. Methodes Graphiques pour L'Analyse des Debits de Crue, La Houille Blanche, 1956.
De Marchi, Giulio. Il Problema della Difesa del Suolo Dalle Inondazioni come si Presenta Dopo L'Ultima Piena del Po, Milano, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1952.
De St Marc, G. Sauvage. Ecoulement en Milieu Poreaux Fuites Sous les Barrages, La Houille Blanche, 1947.
De Marchi, Giulio. La Periode de Secheresse Entre 1942-1949 en Italie, Milano, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1951.
Sutter, Max. The Peoria Infiltration Pets Season 1956-1957, Peoria, Illinois: Peoria Association of Commerce, 1957.
Urban, Jaroslav. Transformace Povodnove Vlny Pri Prutoku Nadrzi, [s.l., s.n.] 1956.
Agricultural Engineering Society of Japan. Reclamation and Melioration, Tokyo, Japan: The Agricultural Engineering Society of Japan, 1958.
Agricultural Engineering Society of Japan. Reclamation and Melioration, Tokyo, Japan: The Agricultural Engineering Society of Japan, 1958.
Nash, James Edward. Determining Run-off From Rainfall, Westminster, London: The Institution of Civil Engineers, 1958.
Aisenstein, B. Seepage from Reservoirs in Limestone Areas in Israel, A Semi-Arid Country, Jerusalem, Israel: Water Planning for Israel Ltd., Reservoir and Research Division, 1956.
Schneebeli, G. La Mesure in Situ de la Permeabilite d'un Terrain, [s.l., s.n.] 1954.
Anonymous. Operation of the Peoria Infiltration Pit, Season 1955-56, [s.l., s.n.] 1956.
Soil Conservation and Rivers Control Council. Hydrology Annual and Summary Gauging Data for New Zealand Rivers to September, 1952, [s.l., s.n.] 1953.
Soil Conservation and Rivers Control Council. Hydrology Annual and Summary Gauging Data for New Zealand Rivers to September, 1954, [s.l., s.n.] 1955.
Jarvis, Clarence S. Supplementary Gleanings from the Field of Hydrology, Washington, D.C.: [s.n.] 1943.
Mavis, F.T. and D.L. Yarnell. The Frequency of Intense Rainfall in Iowa, Bulletin of the Associated State Engineering Society, 1935.
Mavis, F.T. and Edward Soucek. A Summary of Hydrologic Data Ralston Creek Watershed, 1924-1935, Iowa City, Iowa: University of Iowa, Studies in Engineering, 1936.
Horton, Robert E. Erosional Development of Streams and Their Drainage Basins; Hydrophysical Approach to Quantitative Morphology, [s.l.,]: Geological Society of America, 1945.
Nash, James Edward. The Effect of Flood-Elimination Works on the Flood Frequency of the River Wandle, Westminster, London: The Institution of Civil Engineers, 1959.
Ruggiero, Corrado. Contributo al Calcolo dei Canali di Fognatura, Roma, Italy: [s.n.] 1934.
Velatta, Massimo. Di uno Speciale Dispositivo Speri-Mentale per le Ricerche Sugli Effetti della Pioggia, Milano, Italy: [s.n.] 1936.
Horton, Robert E. Natural Stream Channel-Storage, Transactions of the American Geophysical Union, 1936.
Trupl, Josef. Zavislost Intensit Krakodobych Destu na Vyskytu Bourek, [s.l., s.n.] 1959.
Nash, James Edward. A Unit Hydrograph Study, with Particular Reference to British Catchments, Westminster, London: The Institution of Civil Engineers, 1960.
Nash, James Edward. Discussion of a Paper, (See no. 118a) Westminister, London: The Institution of Civil Engineers, 1960.
Harrison, A.J.M. The 1960 Exmouth Floods, The Surveyor, 1961.
Martinec, Jaroslav. Predpoved Odtoku ze Snehu na Vltave, [s.l., s.n.] 1961.
Bratranek, Alois. Teplotni Rezim Vody V Tocich a Jeho Zmeny Vodohospodarskymi Zasahy, [s.l., s.n.] 1961.
Leopold, Luna B. Pleistocene Climate in New Mexico, American Journal of Science, Vol. 249, 1951.
Marzolo, Francesco. Sul Principio Dell'idrogramma Unitario Nello Stuido Delle Portate dei Corsi D'Acqua Naturali, L'Energia Elettrica, 1946.
Jevdevic, Vujica. Hidroloske Studije, [s.l., s.n.] 1953.
De Marchi, Giulio. Caratteristiche Idrologiche e Idrauliche dei Grandi Laghi Subalpini, Milano, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1950.
Tononi, Dino. Sulla Ricerca di un Tempo Caratteristico di Deflusso, Giornale del Genio Civile, 1948.
Wyart, Pierre. Monographie Hydrologique du Guil, La Houille Blanche, 1950.
Anonymous. Experimental Catchment on the River Ray Features in Research on Hydrology, and Harbour Investigations at Wallingford, Hydraulics Research Station Notes, Number 3, 1961.
Chow, Ven Te. Hydrologic Determination of Waterway Areas for the Design of Drainage Structures in Small Drainage Basins, Urbana, IL: University of Illinois, Engineering Experiment Station Bulletin no. 462, 1962.
Tonnini, Dino. Utilization of the Hydrographic Measurements, and Evaluation of the Variability of Hydrographic Measurements in the Inside of a Time Interval, Padova, Italy: Instituto di Idraulica e Costruzioni Idrauliche, 1959.
Indri, Egidio. Correlazione fra Precipitazioni e Deflussi nei Bacini del Cellina e del Tagliamento, L'Acqua, no. 3, 1957.
Snyder, Franklin F. Hydrology of Spillway Design Large Structures - Adequate Data, Omaha, Nebraska: American Society of Civil Engineers, Water Resources Engineering Conference, 1962.
Nash, James Edward. Correspondence on a Paper, Westminster, London: The Institution of Civil Engineers, 1958.
Nash, J.E. A Note on a Investigation into Two Aspects of the Relation Between Rainfall and Storm Runoff, I.A.S.H., Commission of Surface Water, Publication no. 51, 19__?
Rodda, John C. An Objective Method for the Assessment of Areal Rainfall Amounts, Weather, Vol. XVII, no. 2, 1962.
Osborn, Herbert B. and William N. Reynolds. Convective Storm Patterns in the Southwestern United States, Bulletin of the I.A.S.H., 1963.
Emmett, William W. and Luna B. Leopold. A Dimensionless Rating Curve, [s.l., s.n.] 19__?
Rodda, J.C. A Note on the Operation of Rain-Recorders During Cold Weather, Meteorological Magazine, Vol. 92, 1963.
Hickok, Robert B. Hydrology Research Needs for Upstream Flood Prevention, [s.l., s.n.] 19__?
Nash, J.E. A Linear Transformation of a Discharge Record, 9th Congress, International Association for Hydraulic Research Dubrovnik, 1961.
Ferrao, C. Neves. A Hidrogeologia e o Problema do Abastecimento de Agua ao Baixo Cunene (Angola) Lisboa, Portugal: Laboratorio Nacional de Engenharia Civil, 1964.
Committee on Flood Control. Effect of Urban Development on Flood Discharges, [s.l., s.n.] 19__?
Knisel, Jr., Walter G. Groundwater Studies in the Edwards Plateau of Texas, [s.l.,]: United States Department of Agriculture, Agricultural Research Service, March 1965.
Osborn, Herbert B. Effect of Storm Duration on Runoff From Rangeland Watersheds in the Semiarid Southwestern United States, International Association of Scientific Hydrology, Vol. IX, No. 4, 1964.
Burgess, J.S. Stream-Gaging in Upland Waters, Journal of the Institution of Water Engineers, Vol. 15, no. 3, 1961.
Ferro, Guido and Francesco Marzolo. Problemi Idraulici Lagunari, [s.l., s.n.] 1960.
Ahmad, Mazir, Mohammad Sarfraz and Mohammad Akram. An Estimation of Evaporation from Free Water Surface in West Pakistan, Proceedings of West Pakistan Engineering Congress, Vol. 48, paper no. 368, 1965.
Matsushita, Fukashi. Effects of Upstream Weir Heights on Flow Over Weir, Transactions of the Agricultural Engineering Society, Japan, no. 12, 1965.
Knisel, Jr., Walter G. Rainfall Frequency analysis for 1- to 15- Day Durations in the Blacklands of Texas, Beltsville, Maryland: U.S. Department of Agriculture, Agricultural Research Service, 1965.
Bhatti, A.K. Floods in River Indus - Their Frequency and Magnitude, [s.l., s.n.] 1963.
Hays, Orville E. Factors Influencing Runoff, Agricultural Engineering, Vol. 36, no. 11, 1955.
Indri, Egidio. Confronto fra le Precipitazioni Raccolte Durante lo Stesso Periodo Agli Osservatori Astronomico e Magrini di Padova, L'Acqua, 1961
Cox, Glen N. A Summary of Hydrologic Data Bayou Duplantier Watershed 1933-1939, [Baton Rouge,] LA: Louisiana State University, Engineering Experiment Station, 1940.
Blank, Horace R., Walter G. Knisel and Ralph W. Baird. Geology and Groundwater Studies in Part of the Edwards Plateau of Texas, Including Sutton and Adjacent Counties, [s.l.,]: United States Department of Agriculture, Agricultural Research Service, April 1966.
Leopold, Luna B. and Seymour Tilson. The Water Resource, International Science and Technology, 1966.
Harrold, L.L. and F.R. Dreibelbis. Evaluation of Agricultural Hydrology by Monolith Lysimeters 1956-1962, Washington, D.C.: U.S. Department of Agriculture, Technical Bulletin no. 1367, 1967.
Nicks, Arlin D. Field Evaluation of Rain Gage Network Design Principles, I.A.S.H., Symposium Design of Hydrological Networks, Publication no. 67, 19__?
Minshall, Neal E. Precipitation and Base Flow Variability, [s.l., s.n.] 1967.
DeCoursey, Donn G. A Runoff Hydrograph Equation, [s.l.,]: U.S. Department of Agriculture, Agricultural Research Service, 1966.
Spangler, Daniel P. and Fred J. Libby. Application of the Gravity Survey Method to Watershed Hydrology, Ground Water, Vol. 6, no. 6, 1968.
Chery, Jr, D.L. The Assistance of Digital Computers in Hydrologic Research and its Consequences, [s.l., s.n.] 1968.
U.N. Educational, Scientific and Cultural Organization. Final Report: International Hydrological Decade, Co-Ordinating Council, [s.l., s.n.] 1968.
Bechteler, W. Untersuchung Langjahriger Hydrologischer Reihen, [s.l., s.n.] 1969.
Indri, Egidio. Ricerca di una Eventuale Complementarieta Cronologica delle Portate di Tipici Corse D'Acqua Italiani, L'Energia Elettrica, Vol. XLIV, 1967.
Hershfield, David M. Agricultural Research Service Precipitation Facilities and Related Studies, [s.l.,]: U.S. Department of Agriculture, Agricultural Research Service, 1971.
Vischer, D. Abflussprognosen Gletscherveranderungen und Grundwasserproblem, [s.l., s.n.] 1971.
Renard, Kenneth G. The Hydrology of Semiarid Rangeland Watersheds, [s.l.,]: U.S. Department of Agriculture, Agricultural Research Service, 1970.
Nordin, C.F. and D.M. Rosbjerg. Applications of Crossing Theory in Hydrology, Bulletin of the International Association of Scientific Hydrology, XV, 1, 1970.
Eliasson, Jonas. Mechanism of Ground Water Reservoirs, Nordic Hydrology, 1971.
FLOW MEASUREMENT
Bouvard, M. Lightweight Stream Gauging Equipment (Chemical Method), La Houille Blanche, Numero 4, 1950.
Jorissen, Andre. Reflexions sur L'Emploi du Tube de Pitot Pour la Mesure Des Vitesses des Courants, [s.l., s.n.] 1943.
Taipei Hydraulic Laboratory. Water Measurement, Taipei, Taiwan, China: Taipei Hydraulic Laboratory, Research Bulletin, Series B: Hydraulic Research Studies no. 7, 1956.
Long, L.W. and N.W. Conner. Tests on a Broad-Crested Weir with Two Different Surface Adhesion Conditions, Raleigh, North Carolina: North Carolina State College, Dept. of Engineering Research, Bulletin no. 61, 1956.
U.S. Geological Survey. Slope-Stage-Discharge Relations at Gaging Stations Affected by Variable Slopes, [s.l.,]: U.S. Geological Survey, 1940.
Toyoda, Kensaburo. A View on Discharge Coefficient for Large Rectangular Notches or Weirs, [s.l.,]: Meiji University, 1955.
Obolensky, S. Jaugeages de la Seine a Paris pendant la Crue de Janvier 1955, La Houille Blanche, 1955.
Leterrier, G. Courantographe, Bulletin d'Information du Comite Central d'Oceanographie et d'Etude des Cotes, VI, 9, 1954.
Nougaro, Jean, Jacques Dat and Georges Giralt. Appareil de mesure de Niveau par Variation de Resistance, [s.l., s.n.] 19__?
Dat, Jacques. Remarque sur les Mesures par Flotteur des Deplacements d'un Plan d'eau, [s.l., s.n.] 19__?
Balloffet, Armando. Aforadores de Gases para Bajos Numeros de Reynolds, Ciencia Y Tecnica, Vol. 111, no. 554, 1948.
Escande, Leopold. Montag Pitot pour une Cheminee D'Equilibre Placee en Tite d'un Canal de Fuite, Comptes Rendus des Seances de l'Academie des Sciences, 1957.
Laurent, Jean. Revue Generale De L'Hydraulique, [s.l., s.n.] 1948.
Scobey, Fred C. Flow of Water, [s.l., s.n.] 1944.
Clark, G.B. A Multitube Differential Pressure Manometer for Measuring the Average Flow of Fluids in Closed Ducts, Urbana, IL: University of Illinois, Bulletin Series no. 410, 1953.
Tuthill, John K. An Electric Recording Water Meter, Urbana, IL: University of Illinois, Circular Series no. 65, 1952.
Silberman, Edward. The Pitot Cylinder, Minneapolis, Minnesota: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, 1947.
Thomas, Charles W. Discharge Coefficients for Gates and Valves as Determined by Field and Laboratory Studies, [s.l., s.n.] 1953.
Dedow, H.R. Miniature Liquid-Flow Meter, Engineering, 1954.
Parshall, R.L. Parshall Flumes of Large Size, Fort Collins, Colorado: Colorado Agricultural College, Colorado Experiment Station, Bulletin 386 1932.
Parshall, Ralph L. The Parshall Measuring Flume, Fort Collins, Colorado: Colorado State College, Colorado Experiment Station, Bulletin 423, 1936.
Bugliarello, Giorgio. L'aerazione dello Stramazzo Tipo, [s.l., s.n.] 1951.
Rouse, Hunter. Discharge Characteristics of the Free Overfall, Civil Engineering, April 1936
Mavis, F.T. Submerged Thin-Plat Weirs, Engineering News-Record, 1949.
Leupold and Stevens Instruments. Thy Hydromike, Portland, Oregon: Leupold and Stevens Instruments, no. 21, 1944.
Horton, Robert E. Discharge Coefficients for Tainter Gates, Engineering News-Record, 1934.
Gibson, Arnold Hartley. The Effect of Surface Waves on the Discharge over Weirs, Westminster, London: The Institution of Civil Engineers, 1930.
Di Ricco, Guido. Stramazzi a Contorno Poligonale, Roma, Italy: Ministero Delle Finanze, 1954.
Ackers, P. Calibration of a Gauging Weir on the River Wandle, Journal of the Institution of Municipal Engineers, Vol. 86, 1959.
Johnson, Joe W. The Effect of Surface Waves on the Discharge over Sharp-Crested Weirs, [s.l., s.n.] 1934.
Cox Glen Nelson. The Submerged Weir as a Measuring Device, Madison, Wisconsin: University of Wisconsin, Engineering Experiment Station, Series no. 67, 1928.
Fresno Irrigation District. Methods and Devices Used in the Measurement and Regulation of Flow to Service Ditches, Together with Tables for Field Use, Fresno, CA: Fresno Irrigation District, 1928.
Herschel, Clemens. An Improved Form of Weir for Gaging in Open Channels, New York, NY: The American Society of Mechanical Engineers, 1920.
Staus, A. and K. Sanden. Der Kreisrunde Uberfall und Seine Abarten, [s.l., s.n.] 1926.
Yarnall, Robert D. The V'Notch Weir Method of Measurement, [s.l., s.n.] 1912.
Gibson, Arnold Hartley. Experiments on the Coefficients of Discharge Under Rectangular Sluice-Gates, Westminster, London: The Institution of Civil Engineers, 1920.
Greve, F.W. Flow of Water Through Circular, Parabolic and Triangular Vertical Notch-Weirs, Lafayette, Indiana: Purdue University, Engineering Bulletin, Vol. XVI, no. 2, 1932.
Eisner, Berlin. Uberfallversuche in verschiedener ModellgroBe, [s.l., s.n.] 1933.
Various authors. Weirs, Theory and Articles, [s.l., s.n.] 19__?
United Research, Inc. Measurement of Wind Shear, Fort Manmouth, N.J.: U.S. Army Signal Engineering Laboratories, 1958.
Bixby, F.L. Tests of Submerged Orifice Headgates for the Measurement of Irrigation Water, State College, New Mexico: Agricultural Experiment Station, New Mexico College of Agriculture and Mechanic Arts, Bulletin no. 97, 1915.
U.S. Dept. of Agriculture, California Agency of Irrigation Investigations. Some Measuring Devices Used in the Delivery of Irrigation Water, Berkeley, CA: University of California Press, 1915.
Fresno Irrigation District. Methods and Devices Used in the Measurement and Regulation of Flow to Service Ditches, Together with Tables for Field Use, Fresno, CA: Fresno Irrigation District, 1928.
Hurst, Harold Edwin and David Alexander Fraser Watt. The Similarity of Motion of Water Through Sluices and Through Scale Models: Experiments with Models of Sluices of the Assuan Dam, Westminister, London: The Institution of Civil Engineers, 1923.
Hurst, Harold Edwin and David Alexander Fraser Watt. The Measurement of the Discharge of the Nile Through the Sluices of the Assuan Dam, Westminster, London: The Institution of Civil Engineers, 1924.
Davis, Raymond E. and Harvey H. Jordan. The Orifice as a Means of Measuring Flow of Water Through a Pipe, Urbana, IL: University of Illinois, Engineering Experiment Station, Bulletin no. 109.
Hinds, Julian. Rating Curves for Canal Head Gates, Reclamation Record, May 1922.
Hinds, Julian. Coefficients of Discharge for Suppressed Submerged Orifices, Reclamation Record, Oct., 1922.
Davis, Raymond E. and Harvey H. Jordan. Use of the Orifice for Measuring Flow of Water in Pipes, Philadelphia, PA: Lefax, 1920.
Layne & Bowler Corporation. Measurement of Water by Circular Orifice at End of Discharge Pipe, [s.l., s.n.] 19__?
Rossi, Pier Luigi. Misuratore a Risalto Idraulico a Sezione Parabolica, Milano, Italy: Societa Editrice Riviste Industrie Elettriche, 1959.
Shaw, R. The Measurement of Static Pressure, [s.l., s.n.] 1959.
Engel, F.V.A.E. The Venturi Flume, The Engineer, 1934.
Dumas, H. Jaugeages de Cours d'eau par la Methode Chimique, [s.l.,.sn.] 1949.
Kindsvater, C.E. Tentative Standards for Weirs, [s.l., s.n.] 1959.
U.S. Department of Agriculture. Soil Conservation Service. Papers on Hot Wire Measurements, [s.l., s.n.] 1931.
U.S. Department of the Interior. Flow Over Rounded Crest Weirs, Denver, CO: U.S. Dept. of the Interior, 1946.
Remenieras, G. Sur la Possibilite de Transformer Directement en Energie Electrique une Partie de L'Energie d'une Veine Fluide, La Houille Blanche, 1948.
Marzolo, Francesco. Gli Studi Dell'Ingegnere Cesare Cipolletti per L'Acquedotto di Padova, Giornale del Genio Civile, 1948.
U.S. Geological Survey. Experiments on Control Sections at Bureau of Standards, Water Resources Bulletin, 1934.
Jorissen, Andre. La Mesure des Debits aux Petits Nombres de Reynolds, [s.l., s.n.] 1944.
Jorissen, Andre. Mesure des Debits par Deversoirs en Mince Paroi, [s.l., s.n.] 1943.
Jorissen, Andre. Considerations sur L'Emploi de Deversoir Rectangulaire en Mince Paroi sans Contractions Laterales, Revue Universelle des Mines, 1939.
Jorissen, Andre. Etude des Causes de Variation du Coefficient de Debit, Revue Universelle des Mines, 1938.
Scimemi, Ettore. La Taratura dei Venturimetri, Ottenuta con prove su Modelli, [s.l., s.n.] 1942.
U.S. Department of Agriculture. Measuring Water in Irrigation Channels, [s.l.]: U.S. Department of Agriculture, Farmers Bulletin no. 1683. 1932.
Jorissen, Andre. La Mesure des Debits par la Methode Chimique, [s.l., s.n.] 1944.
Engel, Friedrich Viktor Anton and William Stainsby. Velocity-of-Approach Factors in Unified Weir Equations, Westminster, London: The Institution of Civil Engineers, 1958.
Engel, F.V.A. and W. Stainsby. Weirs for Flow Measurement in Open Channels, Water and Water Engineering, 1958.
Anonymous. Head Loss in Flow Meters, [s.l., s.n.] 19__?
Anonymous. V-Notch Weir for Hot Water, [s.l., s.n.] 19__?
Sparling, R.W. The Sentinel Recording Weir Gauge, Los Angeles, CA: R.W. Sparling Power and Pumping Machinery, 19__?
Builders Iron Foundry. The Venturi Meter, Providence, Rhode Island: Builders Iron Foundry, Bulletin no. 84. 19__?
Builders Iron Foundry. The Venturi Meter, Providence, Rhode Island: Builders Iron Foundry, Bulletin no. 75, 19__?
Hydrometric Company. The Water Watch, Los Angeles, CA: Hydrometric Company, 19__?
Builders Iron Foundry. The Venturi Irrigation Meter, Providence, Rhode Island: Builders Iron Foundry, Bulletin no. 132, 19__?
Clausen-Pierce Hydraulic Meter Company. Measuring Irrigation Water by the Clausen-Pierce Universal Weir System, Phoenix, AZ: Clausen-Pierce Hydraulic Weir Company, 19__?
Hiranandani, M.G. and P.C. Saxena. Effect of Temperature and Boundary on Currentmeter Ratings, Poona, India: Central Water and Power Research Station, Technical Memorandum HLO 1, 1960.
Oboukhoff, Nicholas M. The New Theory of a Broad-Crested Weir, Stillwater, Oklahoma: Oklahoma Agricultural and Mechanical College, Division of Engineering Publication, 1934.
Harris, Charles William. An Analysis of the Weir Coefficient for Suppressed Weirs, Seattle, WA: University of Washington, Engineering Experiment Station, Bulletin no. 22, 1923.
Woodburn, James G. Check List of Weir Formulas For Rectangular Sharp-Crested Weirs Without End Contractions, Pullman, WA: State College of Washington, 1938.
Carpentier, L.G. On the Measurement and Division of Water, Fort Collins, CO: Colorado Agricultural College, Agricultural Experiment Station, Bulletin 150, 1911.
Schlag, A. and Andre Jorissen. Les Laboratoires D'Hydraulique Generale et de Calcul et Installation des Conduites de L'University de Liege, [s.l., s.n.] 1947.
Scimemi, Ettore. Sul Metodo Dell'Onda Salina per la Misura Delle Portate Liquide, Padova, Italy: Centro Veneto di Richerche Idrauliche del Consiglio Nazionale delle Ricerche, 1939.
Veronese, Alessandro. Sul Moto Delle Bolle D'aria Nelle Condotte D'Acqua, Milano, Italy: Societa Editrice Riviste Industrie Elettriche, 1937.
Chadenet, B. Irrigation Methods Covering the use of Neyrpic Automatic Devices, [s.l., s.n.] 1947.
Anoymous. Hydraulics of Stream Flow, Fort Belvoir, Virginia: The Engineer School, 19__?
Ramponi, Francesco. Sugli Stramazzi di Misura Circolari, Milano, Italy: Societa Editrice Riviste Industrie Elettriche, 1936.
Scimemi, Ettore. Prove su Boccagli e Diaframmi Normalizzati Inseriti in Condotte da 200 mm, Milano, Italy: Societa Editrice Riviste Industrie Elettriche, 1936.
Ott, L.A. AusfluB DurchfluB und Uberfall, [s.l., s.n.] 1932.
Rehbock, Th. Die Stetigkeit des Abflusses bei Scharfkantigen Wehren, [s.l., s.n.] 1930.
Various Authors. Weirs - Test and Data, [s.l., s.n.] 19__?
Rehbock, Th. Wassermessung mit Scharfkantigen Uberfallwehren, [s.l., s.n.] 1929.
Christiansen, J.E. Coordinate Methods of Measuring Pipe Flow, [s.l., s.n.] 19__?
Citrini, Duilio. Missuratori a Risalto, Milano, Italy: Societa Editrice Riviste Industrie Elettriche, 1939.
Engel, F. Der Heutige Stand der Wehrforschung, [s.l., s.n.] 1935.
Veronese, Alessandro. Rilievi Sperimentali su Paratoia Automatica a Ventola, Milano, Italy: Societa Editrice Riviste Industrie Elettriche, 1950.
Scimemi, Ettore. Il Profilo delle Dighe Sfioranti, Milano, Italy: Societa Editrice Riviste Industrie Elettriche, 1938.
Hermant and Wolf. Practical Applications of the Electromagnetic Nozzle to the Measurement of Flow Velocities, La Houille Blanche, 1959.
Hermant, C. Application of the Method of Measuring Discharge by Comparing Dilutions to the Determination of the Efficiency of a Turbine, La Houille Blanche, 1959.
Kasugaya, Nobumasa. The Derivation of the Formulas for Calculating the Discharge Rate in a Pipe, by Means of the Mechanical Quadrature, [s.l., s.n.] 1959.
Kasagaya, Nobumasa. The Mechanics of Drifting Floats and the Correction Coefficient of a Rod Float, [s.l., s.n.] 1958.
Kasugaya, Nobumasa. Accuracy of the Calculating Formula for River Discharge and Proposal of a Stream-Gaging Procedure, [s.l., s.n.] 1958.
Benini, Guiseppe. Ricerchi Sperimentali sui Molinelli Eseguite in Vasca di Taratura, Padova, Italy: Istituto di Idraulica e Costruzioni Idrauliche, 1959.
Tonini, Dino. Sull'Organizzazione delle Misure di Controllo delle Dighe della Societa Adriatica di Elettricita e su Alcuni Risultati Ottenuti Nei Primi anni di Osservazione, Padova, Italy: Istituto di Idraullica e Costruzioni Idrauliche, 1958.
Tonini, Dino. Misure di Controllo alle Dighe di Pieve di Cadore Valle di Cadore e Val Gallina, Padova, Italy: Istituto di Idraulica e Costrozioni Idrauliche, 1959.
Osborn, H.B., R.V. Keppel and K.G. Renard. Field Performance of Large Critical-Depth Flumes for Measuring Runoff from Semiarid Rangelands, [s.l.,]: U.S. Department of Agriculture, Agricultural Research Service, 1963.
Silvester, R. and J. Mills. Timing Unit for Measuring Discharge Rate, Engineering, November 16, 1962.
Kasugaya, Nobumasa. Quantity Measurement in Open Channel in Trapezoidal, Triangular, Parabolic and Circular Sections, [s.l., s.n.] 1955.
Kasugaya, Nobumasa. Principle of Mean-Value Vethod and Application to Quantity Measurement, [s.l., s.n.] 1955.
Kasugaya, Nobumasa. A Few Problems on Quantity Measurement of a Natural River, Tokyo, Japan: Chuo University, Reports of the Faculty of Engineering, 1957.
Kasugaya, Nobumasa. Inductance to Equation of Quantity in Pipe From Mean-Value Method Extended to Function with Two Variations, Tokyo, Japan: Chuo University, Reports of the Faculty of Engineering 1959.
Kasugaya. Nobumasa. Inductance to Equation of Quantity in Pipe from Mean-Value Method Extended to Function with Two Variations, Tokyo, Japan: Chuo University, Reports of the Faculty of Engineering, 1959.
Universidad Central de Venezuela. Influencia del Movimiento Vertical debido al Oleaje en los Medidores de Velocidades Horizontales, Caracas, Venezuela: Universidad Central de Venezuela, Facultad de Ingenieria, 1964.
Minimi, Isao. A Study on the Hot Anemometer to Measure the Slow Water Velocity, Journal of the Agricultural Engineering Society, Vol. 32, no. 2, August 1964.
Mavis, F.T. There's No Mystery in Weir-Flow Calculations, Engineering News-Record, 1949.
Hsu, Y.K. and W.H. Hoppmann II. Cone Rotating in Newtonian Liquid Which has a Free Surface, Troy, New York: Rensselaer Polytechnic Institute, Department of Mechanics, 1966.
Culbertson, James K. Evidence of Secondary Circulation in an Alluvial Channel, [s.l., s.n.] 19__?
Harrison, Anthony John Maxwell and Michael Wynne Owen. A New Type of Structure for Flow Measurement in Steep Streams, Westminster, London: The Institution of Civil Engineers, 1967.
Brown, A.E. Dual Path Ultrasonic Measurement of Fluid Flow, The Review of Scientific Instruments, Vol. 37, no. 9, 1966.
Halleen, R.M. and J.P. Johnston. The Influence of Rotation on Flow in a Long Rectangular Channel - an Experimental Study, Stanford, CA: Stanford University, Department of Mechanical Engineering, 1967.
Franke, P.G. Rauhigkeitsanderung und AbfluB, [s.l., s.n.] 1966.
Harrison, A.J.M. The Streamlined Broad-Crested Weir, Westminister, London: The Institution of Civil Engineers, 1968.
Franke, G. Bestimmung der Wasserfuhrung in Kanalen mit Hilfe einer ortlichen Querschnittsanderung (I), [s.l., s.n.] 1967.
Stefan, Heinz and Frank R. Schiebe. The Measurement of Low Fluid Velocities with the Aid of a Tethered Sphere, Minneapolis Minnesota: University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Technical Paper no. 32, Series A, 1968.
Clarke, William B. Fluid Velocity Measurement by Doppler Shift of Scattered Light, [s.l., s.n.] 1968.
Clarke, William B. Liquid Velocity Measurement by Electronic Detection of Particle Images, [s.l., s.n.] 1968.
Harrison, A.J.M. Factors Governing the Choice of a Hydraulic Structure for Flow Measurements, Seventh Congress, International Commission on Irrigation and Drainage, 1968.
Sayman, Yuksel. Akim Hizi Olcumunde Kullanilan Mulineler, Teknik Bulten, Devlet Su Isleri Genel Mudurlugu, Sayi 15, Mart 1969.
Schwartz, H. Ivan. Edgetones and Nappe Oscillation, Journal of Acoustical Society of America, Vol. 39, no. 3, 1966.
Paderi, Ferando and Marcello Benedini. Misuratore di Portata a Chiamata da Gradino di Fondo in un Canale, L'Acqua, Anno XLII, 1964.
Hoyer, Richard P. Calibracion de Correntimetros y Estudio de Factores que Influyen en su Precision, [s.l., s.n.] 1968.
Benedini, Marcello. Lo Stramazzo Bazin in Canali di Grandi Dimensioni, L'Energia Elettrica, Vol. XLII, 1966.
Cola, Raffaele. Effetti della Presenza di una Saracinesca sul funzionamento di un Contatore Woltmann, L'Acqua, Vol. XLIV, 1966.
Cola, Raffaele. Il Comportamento di Alcuni Misuratori di Velocita del Tipo Tubo di Pitot in Presenza del Fenomeno di Cavitazione, Atti IX Convegno di Idraulica e Costruzioni Idrauliche - Trieste magio 1965.
Harrison, A.J.M. Depth Measurement by Leadline in Flowing Water, The Dock and Harbour Authority, Vol. LIII, 1972.
Swain, Abhimanyu. Nappe Oscillation, [s.l., s.n.] 19__?
SHOCK WAVE ANALOGY
Crossley, Jr., H.E. The Analogy Between Surface Shock Waves in a Liquid and Shocks in Compressible Gases, Pasadena, CA: California Institute of Technology, 1949.
Donaldson, Coleman duP. and Roger D. Sullivan. The Effect of Wall Friction on the Strength of Shock Waves in Tubes and Hydraulic Jumps in Channels, Langley Ari Force Base, VA: National Advisory Committee for Aeronautics, Technical Note 1942, 1949.
Shapiro, Ascher H. An Appraisal of the Hydraulic Analogue to Gas Dynamics, Cambridge, MA: Massachusetts Institute of Technology, Guided Missiles Program, 1949.
Matthews, Clarence W. The Design, Operation, and Uses of the Water Channel as an Instrument for the Investigation of Compressible-Flow Phonomena, Langley Air Force Base, VA: National Advisory Committee for Aeronautics, Technical Note 2008, 1950.
Harleman, Donald R.F. and Harry E. Crossley, Jr. Studies on the Validity of the Hydraulic Analogy to Supersonic Flow, Wright-Patterson Air Force Base, Ohio: United States Air Force, 1962.
Oppenheim, A.K. Water Channel Analogue to High Velocity Combustion, [s.l. s.n.] 19__?
Gilmore, Forrest R. The Analogy Between the Flow of a Liquid with a Free Surface and the Two-Dimensional Flow of a Gas, Pasadena, CA: California Institute of Technology, March 1949.
Knapp, Robert T. Progress Report of the Analogy Between Surface Shock Waves on Liquids and Shocks in Compressible Gases, Pasadena, CA: California Institute of Technology, 1947.
Einstein, Hans Albert and Earl G. Baird. Progress Report of the Analogy Between Surface Shock Waves on Liquids and Shocks in Compressible Gases, Pasadena, CA: California Institute of Technology, 1946.
Meyer, R.E. and D.V. Ho. Non-Uniform Shock Propagation in a Stratified Atmosphere, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 20, 1959.
Meyer, R.E. The Analytical Theory of Characteristics of Inviscid Gas Dynamics, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 22, 1959.
Uberoi, Mahinder S. Flow Field of a Flame in a Channel, The Physics of Fluids, Vol. 2, no. 1, 1959.
Uberoi, M.S., A.M. Kuethe and H.R. Menkes. Flow Field of a Bunsen Flame, The Physics of Fluids, Vol. 1, no. 2, 1958.
Meyer, R.E. and D.V. Ho. Note on Shock Propagation in a Stratified Atmosphere, Providence, RI: Brown University, Division of Applied Mathematics, August 1960.
Shen, M.C. On the Radial Spreading of Bores, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 41, 1961.
Iowa Institute of Hydraulic Research. Operating Manual for the IIHR Finite-Difference Network Analog, Iowa City, State University of Iowa, 1957.
Glass, I.I. and L.E. Heuckroth. Hydrodynamic Shock Tube, The Physics of Fluids, Vol. 6, no. 4, 1963.
Gherardi, E. and F. Saccomanno. Comportamento Dinamico Degli Impianti Idraulici Galleria-Pozzo in Seguito a Monovre in Condotta Sino al Limite Dello Svuotamento del Pozzo, L'Energia Elettrica, Vol. XL 1963.
Supino, Giulio. Sopra la Possibilita di Modelli Geologici, Accademia Nazionale dei Lincei, estratto dai Rendiconti della Classe di Scienze Fisiche, Matematiche e Naturali, Serie VIII, Vol. XXXVII, Dicembre 1964, e dal Vol. XXXVIII, Fasc. 1 Gennaio 1965.
Scarpi, Giambattista. Sopra Alcuni Risultati Nel Calcolo Approssimato dei Pozzi a Raggiera, L'Acqua, 1965.
Irmay, S. Sa Similitude Hydrodynamique des Modeles Distordus, Haifa, Janvier 1964.
Barr, D.I.H. Discriminating Formulation of n Term Non-Dimensional Functional Equations from (n + 1) Term Dimensionally Homogeneous Equations, with Particular Reference to Incompressible Viscous Flow, Proceedings of the Institute for Civil Engineers, Vol. 39, 1968.
HEAT TRANSFER AND COMPRESSIBLE FLOW
Morgan, G.W., A.C. Pipkin and W.H. Warner. On Heat Transfer in Laminar Boundary Layer Flows of Liquids Having Very Small Prantl Number, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 12, 1957.
Chang, Yan Po. A Theoretical Analysis of Heat Transfer in Natural Convection and in Boiling, Transactions of the American Society of Mechanical Engineering, 1956.
Thomas, T.Y. On the Propagation and Decay of Spherical Blast Waves, Journal of Mathematics and Mechanics, Vol. 6, no. 5, 1957.
Renauldon, A. and Y. Laure. Le Probleme General des Pertes de Charge et sa Transposition dans le Domaine de L'Ecoulement des Gaz, [s.l., s.n.] 1949.
Dunn, D.W. and C.C. Lin. On the Stability of the Laminar Boundary Layer in a Compressible Fluid - Part I, Cambridge, MA: Massachusetts Institute of Technology, Department of Mathematics, 1953.
Morgan, G.W. and W.H. Warner. On Heat Transfer in Converging Channel Flows at High Prantl Number, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 5, 1955.
Laitone, E.V. Limiting Velocity by Momentum Relations for Hydrofoils Near the Surface and Airfoils in Near Sonic Flow, Proceedings of the Second U.S. National Congress of Applied Mechanics, 1954.
Noyes, Robert N. Prantl-Meyer Flow for a Diatomic Gas of Variable Specific Heat, Cleveland, Ohio: National Advisory Committee for Aeronautics, Technical Note 2125, 1950.
Steinberg, L. The Geometry of the Envelope of Mach Lines Forming a Compression Wave, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 4, 1955.
Morgan, G.W. and W.R. Ferrante. Wave Propagation in Elastic Tubes Filled with Streaming Liquid, Part II, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 2, 1955.
Morgan, G.W. Wave Propagation in Elastic Tubes Filled with Streaming Liquid, Part I, Providence, RI: Brown University, Division of Applied Mathematics, Technical Report no. 1, 1955.
Heberle, Juergen W., George P. Wood and Paul B. Gooderum. Data on Shape and Location of Detached Shock Waves on Cones and Sphere, Langley Air Force Base, VA: National Advisory Committee for Aeronautics, Technical Note 2000, 1950.
Hess, Robert V. A Solution of the Navier-Stokes Equation for Source and Sink Flows of a Viscous Heat-Conduction Compressible Fluid, Langley Field, VA: National Advisory Committee for Aeronautics, Technical Note 2630, 1952.
Klunker, E.B. and F. Edward McLean. Laminar Friction and Heat Transfer at Mach Numbers from 1 to 10, Washington, D.C.: National Advisory Committee for Aeronautics, Technical Note 2499, 1951.
Pack, D.C. On the Properties of Supersonic Two-Dimensional Free Gas Jets and the Calculation of the Shock Waves Which Occur, [s.l., s.n.] 1946.
Butler, Joe B. Descriptive Bibliography on Oil and Fluid Flow and Heat Transfer in Pipes, Rolla, Missouri: University of Missouri, School of Mines and Metallurgy, Vol. 9, no. 4, 1926.
Webb, J. Burkitt. Peclet's Treatment of Chimney Draught, Transactions of the American Society of Mechanical Engineers, Vol. XI, 19__?
De Karman, TH. The Problem of Resistance in Compressible Fluids, Roma, Italy: Reale Accademia D'Italia, 1936.
Yakuwa, I. The Longitudinal Turbulent Motion of a River Flow and its Role on the Diurnal Variation of Water Temperature, Sapporo, Japan: Hokkaido University, Momoirs of the Faculty of Engineering, 1962.
Esch, Robin. Stability of the Parallel Flow of a Fluid Over a Slightly Heavier Fluid, Journal of Fluid Mechanics, 1962.
Segel, Lee A. The Nonlinear Interaction of a Finite Number of Disturbances to a Layer of Fluid Heated From Below, Troy, New York: Rensselaer Polytechnic Institute, 1964.
Favre, A.J. The Equations of Compressible Turbulent Gases, Marseille, Franch, Institut de Mecanique Statistique de la Turbulence, 1965.
Reiner, Markus. Research on Cross Stresses in the Flow of Gases, Haifa, Israel: Technion Research and Development Foundation Ltd., 1966.
FLOW OF LIQUID AND GAS MIXTURES
Grove, Jr., C.S., H.M. Schoen and L. Kurylko. Fire-Fighting Foam Viscosimeter for Field Use, Syracuse, New York: Syracuse University Research Institute, Chemical Engineering Department, 1955.
Sobolewski, E.W. and C.S. Grove, Jr. Estimation of Pressure Drop for Foams Flowing in Closed Systems, Syracuse, New York: Syracuse University Research Institute, Chemical Engineering Department, 19__?
Grove, Jr., C.S. and Lillian L. Golub. I. Effect of Additives on the Stability of Foam; II. Degree of Hydrolysis of Protein, Syracuse, New York: Syracuse University, Department of Chemical Engineering, 19__?
Pode, Leonard. The Deaeration of Water by a Sound Beam, Washington, D.C.: Navy Department, The David W. Taylor Model Basin, 1953.
Jevdjevich, V. and L. Levin. Entrainment of Air in Flowing Water and Technical Problems Connected with it, Proceedings of the Minnesota International Hydraulics Convention, 1953.
Marquenet, G. Air Entrainment by Flow in a Vertical Pipe and Application to Secondary Supply Shafts, Proceedings of the Minnesota International Hydraulics Convention, 1953.
Levy, Joseph. The Mixing of Vapor and Liquid Jets, Azusa, CA: Aerojet-General Corporation, 1957.
Silberman, Edward. Production of Bubbles by the Disintegration of Gas Jets in Liquid, Fifth Midwestern Conference on Fluid Mechanics, 1957.
Halbronn, G. A la Faculte des Sciences de L'Universite de Grenoble, [s.l., s.n.] 1951.
Schoen, Herbert M. and C.S. Grove, Jr. Fractionation Studies on Mearlfoam, Syracuse, New York: Syracuse University Research Institute, 1956.
Johnson, Charles A. and C.S. Grove, Jr. Development of a Quantitative Chromatographic Technique for Studying Protein Foams, Syracuse, New York: Syracuse University Research Institute, 1956.
McGill, Paul L. and C.S. Grove, Jr. A Study of a Rotary Pump and Air Blower Used as a Foam Generator, Syracuse, New York: Syracuse University Research Institute, 1956.
Plesset, Milton S. and Din-yu Hsieh. Theory of Gas Bubble Dynamics in Oscillation Pressure Fields, Pasadena, CA: California Institute of Technology, Report no. 85-5, 1960.