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Abbot, P.A., and Lowel, F.C. (1991). “Listening to Your Turbines” Hydro Review, X(6), 52–60.
Ackers, P. (1990). “Dimensional Analysis, Dynamic Similarity, Process Functions, Empirical Equations and Experience—How Useful are They?” Movable Bed Physical Models, Shen H.W., ed., Kluwer Academic Publishers, Norwell, Massachusetts, 23–30.
Adams, E.E., Sahoo, D., Liro, C.R., and Zhang, X. (1994). “Hydraulics of Seawater Purging in a Tunneled Wastewater Outfall.” J. Hydraulic Engrg., ASCE, 120(2), 209–226.
Adrian, R.J. (1991). “Particle-Imaging Techniques for Experimental Fluid Mechanics.” Ann. Rev. Fluid Mech., 23, 261–304.
Allen, J. (1947). Scale Models in Hydraulic Engineering. Longman, London.
Anderson, M.P. (1979). “Using Models to Simulate the Movement of Contaminants through Groundwater Flow Systems.” Critical Reviews in Environmental Control, 9(2), 97–156.
Anwar, H.O., Weller, J.A., and Amphlette, M.B. (1978). “Similarity of Free-Vortex at Horizontal Intake.” J. Hydraulic Research, 16(2), 95–105.
Arndt, R.E.A. (1981a). “Cavitation in Fluid Machinery and Hydraulic Structures.” Ann. Rev. Fluid Mech., Vol. 13.
Arndt, R.E.A. (1981b). “Recent Advances in Cavitation Research.” Advances in Hydroscience, Vol. 12, Academic Press, New York.
Arndt, R.E.A., and Keller, A.P. (1976). “Free Gas Content Effects on Cavitation Inception and Noise in a Free Shear Flow.” In Proc. IAHR Symposium on Two- Phase Flow and Cavitation in Power Generation Systems, Grenoble, France, 3–16.
Arndt, R.E.A., Ellis, C.R., and Paul, S. (1995). “Preliminary Investigation of the Use of Air Injection to Mitigate Cavitation Erosion.” Accepted for publication in J. Fluids Engrg.; see also
Proc. Symp. on Bubble Noise and Cavitation Erosion in Fluid Systems, ASME FED, Vol. 176, 1993.
ASCE. (1975). Sedimentation Engineering, Manual 54, ASCE, Hydraulics Division, New York.
ASCE. (1993). Guidelines for PC-Based Data Acquisition Systems for Hydraulic Engineering. ASCE, Hydraulics Division, Task Committee on Data Acquisition Systems, New York.
ASCE. (1994). Fundamentals and Advancements in Hydraulic Measurements and Experimentation. ASCE Symposium, Buffalo, New York, August.
ASCE, Task Committee on Oil Spills. (1996). “The State of the Art of Modeling Oil Spills.” J. Hydraulic Engrg., 122(11), 594–609.
Ashton, G.D., ed. (1986). River and Lake Ice Engineering. Water Resources Publications, Littleton, Colorado.
ASME. (1959). Fluid Meters: Their Theory and Application, 5th Ed., American Society of Mechanical Engineers, Research Committee on Fluid Meters, New York.
Atkinson, J.F., and Masse, A.K. (1990). “Physical Modeling Study of the Niagara River Plume” Proc. National Conference of the Hydraulics Division, ASCE, San Diego, California.
Bachmann, P., Eichler, O., Meier, W., and Zanetti, V. (1988). “Methods Actually Used and Proposed for Prediction of Prototype Efficiencies Based on Model Tests.” Proc. 14th IAHR Symposium, Section on Hydraulic Machinery, Equipment, and Cavitation, Trondheim, Norway.
Bagnold, R.A. (1941). The Physics of Blown Sand and Desert Dunes. Methuen; reprinted by Chapman & Hall, London, 1973.
Becker, H.A. (1976). Dimensionless Parameters. Halstead Press/Wiley, New York.
Beltaos, S. (1993). “Numerical Computation of River Ice Jams.” Can. J. Civil Engrg., 20(1), 88–99.
Beltaos, S., Wong, J., and Moody, W.J. (1990). “A Model Material for River Ice Breakup Studies.” Proc. of IAHR Ice Symposium, Espoo, Finland, Vol. 1, 575–585.
Belyakov, V.B. (1984). “A New Modeled Ice.” Translated from the Transactions of the Gorky Polytechnic Institute by ETC Inc., Translation T-844-09, New York.
Berdennikov, V.P.(1974). “Ice Jam Models for Studying Ice Accumulation on the Dniester River and Ice Loads.” In Translation TL-473, USACOE Cold Regions Research and Engineering Laboratory, 1975, Hanover, New Hampshire.
Billet, M.L. (1985). “Cavitation Nuclei Measurement: A Review.” ASME Cavitation and Multiphase Flow Forum Booklet, 31–38.
Bishop, C. (1996). “Preliminary Analysis of Scouring at Inlet Structures Using a Mobile Bed Model.” M.S. thesis, Queens University, Kingston, Ontario.
Blevins, R.D. (1977). Flow-Induced Vibration. Van Nostrand Reinhold, New York.
Bos, M.G. (1989). Discharge Measurement Structures. 3rd Rev. Ed., International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands, Publication 20.
Boussinesq, J. (1903). Theorie Analytique de la Chaleur. Ecole Polytechnique, Paris.
Bridgman, P.W. (1922). Dimensional Analysis. Yale University Press, New Haven, Connecticut.
Bruun, P. (1954). “Coast Erosion and Development of Beach Profiles.” Technical Memorandum No. 44, Beach Erosion Board, U.S. Army Corps of Engineers, Vicksburg, Mississippi.
Buckingham, E. (1914). “On Physically Similar Systems: Illustrations of the Use of Dimensional Equations.” Physical Review, 1(4), 345.
Buckingham, E. (1921). “Notes on the Method of Dimensions.” Philosophical Mag., 42(6), 696–719.
Bugler, T.W., and Tatinclaux, J.-C. (1974). “Scale Effects on Cooling Tower Model Studies.” Report No. 168, Iowa Institute of Hydraulic Research, University of Iowa, Iowa.
Bureau of Reclamation, U.S. Department of the Interior (1980). Hydraulic Laboratory Techniques. Bureau of Reclamation, Denver, Colorado.
Burgi, P., ed. (1988). Mode-Prototype Correlation of Hydraulic Structures. International Symposium, ASCE, Colorado Springs, Colorado, 74–94.
Cahill, J.M. (1966). “Preliminary Evaluation of Three Tracers Used in Hydraulic Experiments on Sand Models.” Professional Paper No. 550-B, U. S. Geological Survey, U. S. Government Printing Office, Washington, D.C.,213–217.
Callaway, R.J. (1981). “Flushing Study of South Beach Marina, Oregon.” Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 107, 47–58.
Caravallo, E. (1891). “Sur une Similitude des Fonctions des Machines.” La Lumiere Electrique, 42, 506–507.
Cassidy, J.J., and Falvey, H.T. (1970).” Observations of Unsteady Flow Arising after Vortex Breakdown.” J. Fluid Mech., 41(4), 727–736.
Chakrabarti, S.K. (1994). “Offshore Structure Modeling.” Advanced Series on Ocean Engineering, Vol. 9, World Scientific Publishing, Singapore.
Chang, H.H. (1988). Fluvial Processes in River Engineering. Pergamon Press, Elmsford, New York.
Chen, C.-L. (1992). “Power Law of Flow Resistance in Open Channels: Manning’s Formula Revisited.” Channel Flow Resistance: Centennial of Manning’s Formula, Yen B.C., ed., Water Resources Publications, Littleton, Colorado.
Cherian, M.P., Odgaard, A.J., and Nakato, T.(1987). “Hydraulic Model Studies for Fish Diversion at Wanapum/Priest Rapids Development: Part I, Approach- Flow Modeling.” Prepared for Grant County PUD by Iowa Institute of Hydraulic Research, Iowa City, Iowa.
Chicago Bridge and Iron. (1989). “Headloss Determination Through a Penstock Bifurcation.” Marine Research Newsletter, IV(1), Chicago Bridge & Iron Technical Services Co., Chicago, Illinois.
Chow, V.-T. (1959). Open-Channel Hydraulics. McGraw-Hill, New York.
Christensen, F.T., Nwogu, O.G., and Timco, G.W. (1994). “Compliant Model Tests with the Great Belt West Bridge Piers in Ice. Part II: Analysis of Results.” Cold Regions Science and Technology, 23,165–182.
CIRIA/CUR. (1991). Manual on the Use of Rock in Coastal and Shoreline Engineering. CIRIA/CUR Rep. 154, Balkema, Brookfield, Vermont.
Clift, R., Grace, J.R., and Weber, M.E. (1978). Bubbles, Drops, and Particles. Academic Press, New York.
Coleman, H.W., and Steele, W.G. (1989). Experimentation and Uncertainty Analysis for Engineers. John Wiley and Sons, New York.
Cowley, J.E., Hayden, J.W., and Willis, W.W. (1977). “A Model Study of St. Mary’s River Ice Navigation.” Can. J. Civ. Engrg., 4(3), 380–391.
Crandall, S., Vigander, S., and March, P.A. (1975) “Destructive Vibration of Trashracks Due to Fluid-Structure Interaction.” ASME Journal of Engineering for Industry, 97(Nov).
Crider, S.S., and Sill, B.L. (1989). “Simple Ground Water Models.” J. Hydraulic Engrg., ASCE, 115(6), 818–822.
Crider, S.S., Sill, B.L., and Gordon, D.E. (1990). “Three-dimensional scale model of ground-water solute transport” J. Hydraulic Engrg., ASCE, 116(6), 816–834.
Crissman, R., Ettema, R., Andres, D., and Carson, R. (1994). “Studies of Ice Jamming in the Upper Niagara River: An Introduction and Background.” Proc. IAHR Symposium on Ice, Trondheim, Norway, Vol. 2, 664–673.
CUR. (1990). Manual on Artificial Beach Nourishment, CUR Rep 130, Balkema, Brookfield, Vermont.
Daggett, L.L., and Keulegan, G.H. (1974). “Disimilitude in Free-Surface Vortex Formation.” J. Hydraulics, 100(HY11), 1565–1581.
d’Agostino, L., and Acosta, A.J. (1991a). “A Cavitation Susceptibility Meter with Optical Monitoring, Part One: Design Concepts.” J. Fluids Eng., 113(2): 261–269.
d’Agostino, L., and Acosta, A.J. (1991b). “A Cavitation Susceptibility Meter With Optical Monitoring, Part Two: Experimental Apparatus and Results.” J. Fluids Eng., 133(2), 270–277.
Daily, J.W., and Harleman, D.R.P. (1966). Fluid Dynamics. Addison-Wesley, Reading, Massachusetts.
Dalrymple, R.A.(1989). “Physical Modeling of Littoral Processes.” Recent Advances in Physical Modeling, Martins R., ed., Kluwer Academic Publishers, Norwell, Massachusetts, 567–588.
Davinroy, R.D. (1994). “Physical Sediment Modeling of the Mississippi River on a Micro Scale.” M.S. Thesis, University of Missouri-Rolla, Rolla, Missouri.
De Jong, P., and Delvigne, G.A.L. (1994). “Hydraulic Modeling of Purging Process for the Hong Kong Tunneled Outfall.” J. Hydraulic Res., 32(2),303–311.
De Jong, R.J., and Jongeling, Th.H.G. (1982). “Fluid Elastic Response Study of the Nakdong Barrage Gates.” Proc. Intl. Conf. on Flow-Induced Vibrations in Fluid Engineering, Paper A1, BHRA Fluid Engineering, Reading, England, September 14–16.
De Jong, R.J., Korthof, R.M., and Perdijk, H.W.R. (1982). “Response Studies of the Storm Barrier of the Eastern Scheldt.” Proc. Intl. Conf. on Flow-Induced Vibrations in Fluid Engineering, Paper A3, BHRA Fluid Engineering, Reading, England, September 14–16.
Dean, R.G.(1973). “Heuristic Models of Sand Transport in the Surf Zone.” In Proc. Conf. on Engineering Dynamics in the Surf Zone, Sydney, Australia, 209–214.
Dean, R.G. (1977). “Equilibrium Beach Profiles: U.S. Atlantic and Gulf Coasts.” Coastal Engineering Report No. 12, University of Delaware, Newark, Delaware.
Dean, R.G. (1983). “Principles of Beach Nourishment.” Handbook of Coastal Processes and Erosion, Komar P., ed., CRC Press, Boca Raton, Florida, 217–232.
Deck, D.S. (1985). “Cazenovia Creek Physical Ice Model Study” U.S. Army CRREL Contract Report to the U.S. Army Corps of Engineers District Buffalo, unpublished.
Delvigne, G.A.L. (1994). “Natural Dispersion of Oil by Different Sources of Turbulence.” Proc. Oil Spill Conference, American Petroleum Institute, March 1993, Tampa, Florida, 415–419.
Delvigne, G.A.L., and Sweeney, C.E. (1988). “Natural Dispersion of Oil.” Oil and Chemical Pollution, 4, 281–310.
Den Blyker, J., and Weber, L.J. (1996). “Mitigation of Predation at a Juvenile Bypass Outfall Site.” Proc. North American Water and Environment Congress, Anaheim, California.
Derrick, D.L., Pokrefke, T.J., Boyd, M.B., Crutchfield, J.P., and Henderson, R.R. (1994). “Design and Development of Bendway Weirs for the Dogtooth Bend Reach, Mississippi River.” Technical Report HL-94-10, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Mississippi.
Dettle, M.R., Taylor, R.H., and Wakeman, T.H. (1988). “Assessing Water Quality Impacts Using a Hydraulic Model.” Proc. 15th Annual Water Resources Conference, ASCE, New York, 40–43.
Donovan, J.R., and Painter, A. (1968). “Model Studies of the Cooling Water System for a Nuclear Power Station.” Proc. 3rd Australasian Conf. on Hydraulics and Fluid Mechanics, Sydney, Australia, November.
Dooge, J.C.I. (1992). “The Manning Formula in Context.” Channel Flow Resistance: Centennial of Manning’s Formula, Yen B.C., ed., Water Resources Publications, Littleton, Colorado.
Dortch, M.S. (1978). “Marysville Lake Hydrothermal Study.” Technical Report H-77-5, U.S. Army Corps of Engineers, Waterway Experiment Station, Hydraulic Laboratory, Vicksburg, Mississippi, February.
Dortch, M.S. (1981). “Investigation of Release Temperatures for Kinzua Dam, Allegheny River, Pennsylvania.” Technical Report HL-81-9, U.S. Army Corps of Engineers, Vicksburg, Mississippi.
Dortch, M.S., and Holland, J.P. (1984). “A Technique To Optimally Locate Multi-level Intakes for Selective Withdrawal Structures.” Technical Report HL-84-9, U.S. Army Corps of Engineers, Vicksburg, Mississippi.
Dortch, M.S., Loftis, B., Fontane, D.G., and Wilhelms, S.C. (1976).”Dickey-Lincoln School Lakes Hydrothermal Model Study: Hydraulic Laboratory Investigation.” Technical Report H-76-22, U.S. Army Corps of Engineers, Waterway Experiment Station, Hydraulic Laboratory, Vicksburg, Mississippi, December.
Dortch, M.S., Wilhelms, S.C., and Holland, J.P.(1985). “Physical Modeling of Reservoir Hydrodynamics.” Technical Report E-85-14, U.S. Army Corps of Engineers, Vicksburg, Mississippi.
Doscher, T.M., and El Arabi, M. (1982). “Scaled-Model Experiments Show How CO2 Might Economically Recover Residual Oil.” Oil Gas J., 80(15), 144–151.
Dronkers, J., van Os, A.G., and Leendertse, J.J. (1980). “Predictive Salinity Modeling of the Oosterschelde with Hydraulic and Mathematical Models.” Transport Models for Inland and Coastal Waters, Fischer H.B., ed., Proceedings of a Symposium on Predictive Ability, Academic Press, New York.
Durrer, H. (1986) “Cavitation Erosion and Fluid Mechanics.” Sulzer Technical Review, 3, 55–61.
Ehrenfest-Afanassjewa, A. (1915). “Der Dimensionsbegriff und der Analytischen Physikalischer Gleichungen.” Math Annalen, 77, 215–276.
Elder, R.A., Odgaard, A.J., Weitkamp, D.E., and Zeigler, D. (1987). “Development of Turbine Intake Downstream Migrant Diversion Screen.” In Water Power ‘87, edited by Clowes Brian W., ASCE, New York, 522–531.
Einstein, H.A. (1942). “Formulae for Transportation of Bed Load.” Trans. ASCE, 107, 561–577.
Einstein, H.A. (1950). “The Bedload Function for Sediment Transportation in Open Channels.” Technical Bulletin 1026, U.S. Department of Agriculture, Washington, D.C.
Ervine, D.A., and Elsawy, E.M. (1975). “Some Scale Effects in Modeling Air-Regulated Siphon Spillways.” Proc. BHRA Symposium on Design of Siphons and Siphon Spillways, London, Paper B2, B2-9-18.
Ettema, R., and Huang, H.P. (1990). “Ice Formation in Frequently Transited Channels.” U.S. Army CRREL Special Report 90–40, Hanover, New Hampshire.
Ettema, R., Crissman, R., Andres, D., and Gerard, R. (1992). “Physical Modeling of Ice Accumulation at Hydraulic Structures.” In Proc. IAHR Symposium on Ice, Banff, Canada, June, 515–526.
Falvey, H.T. (1990). “Cavitation in Chutes and Spillways.” Engineering Monograph No. 42, Bureau of Reclamation, Denver, Colorado.
Falvey, H.T., and Ervine, A.D. (1988). “Aeration in Jets and High Velocity Flows.” Proc. International Symposium on Model-Prototype Correlation of Hydraulic Structures, Colorado Springs, Colorado, 25–55.
Fay, J.A. (1971). “Physical Processes in the Spread of Oil on a Water Surface.” Proc. Joint Conf. on Prevention and Control of Oil Spills, American Petroleum Institute, Washington, D.C., June, 463–467.
Ferrara, R.A., and Harleman, D.R.F. (1981). “Hydraulic Modeling for Waste Stabilization Ponds.” Coastal and Ocean Engineering, 107, 817–830.
Ferrier, A., Funk, D., and Roberts, P.J.W. (1993). “Application of Optical Techniques to the Study of Plumes in Stratified Fluids.” Dynamics of Atmospheres and Oceans, 20, 155–183.
FHWA. (1996). “Channel Scour at Bridges in the United States.” Report No. FHWA-RD-95-184, Federal Highway Administration, U.S. Department of Transportation, McLean, Virginia.
Fischer, H.B., and Hanamura, T. (1975). “The Effect of Roughness Strips on Transverse Mixing in Hydraulic Models.” Water Resources Research, 2, 362–364.
Fischer, H.B., List, E.J., Koh, R.C.Y., Imberger, J., and Brooks, N.H. (1979). Mixing in Inland and Coastal Waters, Academic Press, New York.
Fontane, D.G., Dortch, M.S., Tate, C.H., and Loftis, B. (1977). “Marysville Lake Hydrothermal Study: Hydraulic and Mathematical Model Investigation, Report 1, 900-MW Project.” Technical Report H-77-5, U.S. Army Corps of Engineers, Waterway Experiment Station, Hydraulic Laboratory, Vicksburg, Mississippi.
Fowler, J.E., and Hughes, S.A. (1991). “Mobile-Bed Model Study of a Storm-Induced Beach Fill Erosion at Ocean City Maryland.” ASCE Specialty Conference on Quantitative Approaches to Coastal Sediment Processes, Seattle, Washington.
Franco, J.J. (1978). “Guidelines for the Design, Adjustment and Operation of Models for the Study of River Sedimentation Problems.” Instruction Report H-78-1, U.S. Army Corps of Engineers, Waterway Experiment Station, Vicksburg, Mississippi.
Fredsøe, J., and Deigaard, R. (1992). Mechanics of Coastal Sediment Transport. Vol. 3, Advanced Series on Ocean Engineering, World Scientific Publishing, Singapore.
Freeman, J.R. (1929). Hydraulic Laboratory Practice. ASCE, New York.
Frizell, K.W. (1993). “Hydraulic Model Studies of a 52-inch Multiported Sleeve Valve for Sixth Water Aqueduct Flow Control Structure.” Report No. R-93-12, U.S. Bureau of Reclamation, Denver, Colorado.
Frizell, K. (1994). “Model-Prototype Conformance of a Submerged Vortex in the Intake of a Vertical Turbine Pump.” ASCE Symposium on Fundamentals and Advancements in Hydraulic Measurements and Experimentation, Buffalo, New York, Aug. 1–5.
Galvin, C.J., Fr. (1964). “Wave-Height Prediction for Wave Generators in Shallow Water.” TM-4, U.S. Army Corps of Engineers, Engineering Research Center, Washington, D.C.
Ganguillet, E., and Kutter, W.R. (1869). “Versuch zur Aufstellung Einer Neuen Allgemeinen Formel fur die Gliechformige Bewegung des Wassers in Canalen and Flussen.” Zeitschrift des Oesterreichischen Ingenieur und Architecten Vereins, Vienna.
Garbrecht, G., ed. (1985). Hydraulics and Hydraulic Research: A Historical Review. Balkema, Rotterdam.
Garbrecht, G., Fhalbusch, H., and Mertens, W. (1981). “Formation of Ice Jams in the Elbe: A Case Study.” Proc. IAHR Symposium on Ice, Quebec City, Quebec, Vol. 1, 388–397.
Gates, E.M., and Acosta, A.J. (1978). “Some Effects of Several Free-Stream Factors on Cavitation Inception on Axisymmetric Bodies.” In Proc. 12th Symp. Naval Hydrodynamics, Washington, D.C., 86–108.
Gaukler, P.G. (1867). “Etudes Theoretiques et Pratiques sur L’Ecoulement st Le Mouvement des Eaux.” Comptes Rendues de L’Academic des Sciences, 64, 818–822.
Gehrig, W. (1980). “River Models with Movable Bed.” In Hydraulic Modeling, edited by Kobus H. German Association for Water Resources and Land Improvement, Bulletin 7. Pitman Ltd, Marshfield, Massachusetts.
Gow, A.J. (1984). “Crystalline Structure of Urea Ice Sheets Used in Modeling Experiments in the CRREL Test Basin.” U.S. Army CRREL Report 84-24, Hanover, New Hampshire.
Graf, W.H. (1971). Hydraulics of Sediment Transport. McGraw-Hill, New York.
Gulliver, J.S., and Arndt, R.E.A. (1991). Hydropower Engineering Handbook. McGraw-Hill, New York.
Haberman, W.L., and Morton, R.K. (1956). “An Experimental Study of Bubbles Moving in Liquids.” Trans ASCE, 121, 227–252.
Hallermeier, R.J. (1981). “Terminal Settling Velocity of Commonly Occurring Sand Grains.” Sedimentology, 28(6), 859–865.
Haszpra, O. (1976). “Verification of Hydroelastic Similitude Criteria.” J. Hydraulic Div., ASCE 102(HY4), 469–481.
Head, C.R. (1975). “Low-Head Air-Regulated Siphons.” J. Hydraulic Div., ASCE, 101(HY3), 329–345.
Hecker, G. (1990). “Reynolds Number Effects on Turbulent Dilution.” Proc. International Conference on Physical Modeling of Transport and Dispersion, Massachusetts Institute of Technology, Boston, Massachusetts, 10A.7–10A.12.
Hecker, G., and Markowsky, J.J. (1978). “Verification of a Hydrothermal Model.” Proc. Verification of Mathematical and Physical Models in Hydraulic Engineering, ASCE Specialty Conference, University of Maryland, College Park, Maryland, 326–346.
Hecker, G., Larsen, J., and White, D.K. (1989). “Calibration of a Movable Bed River Model.” Proc. ASCE International Symposium on Sediment Transport Modeling, New Orleans, Louisiana, 747–752.
Henderson, F.M. (1966). Open Channel Flow. Macmillan, New York.
Hirayama, K. (1983). “Properties of Urea-Doped Ice in the CRREL Test Basin.” U.S. Army CRREL Report 83-8, Hanover, New Hampshire.
Hjulstrom, F. (1935). “The Morphological Activity of Rivers as Illustrated by the River Fyris.” Bull. Geol. Inst. Uppsala, 25, III.
Holl, J.W. (1960). “An Effect of Air Content on the Occurrence of Cavitation.” J. Basic Engrg. 82, 941–946.
Hopping, P.N., Gatten, D.M., and Houston, D.P. (1991). “Physical Model of a Floating Trash Boom to Control Aquatic Weeds at the TVA Widows Creek Fossil Plant.” Proc. ASCE Hydraulics Conference, Nashville, Tennessee, 547–552.
Hoult, D.P. (1972). “Oil Spreading on the Sea.” Ann. Rev. Fluid Mech., 4, 341–367.
Howard, W., Ettema, R., and Chung, P. (1992). “An Innovative Water Intake Design.” Proc. Water Forum ‘92, ASCE Specialty Conference, Baltimore, Maryland, August.
Howington, S.E. (1990). “Intake Structure Operation Study Elk Creek Dam, Oregon.” Technical Report HL-90-16, U.S. Army Corps of Engineers, Vicksburg, Mississippi, September.
Hudson, R.Y., Herrman, F.A., Sager, R.A., Whalin, R.W., Keulegan, G.H., Chatham, C.E., and Hales, L.Z. (1979). “Coastal Hydraulic Models.” Special Report No. 5, U.S. Army Corps of Engineers, Coastal Engineering Center, Fort Belvoir, Virginia.
Hughes, S. (1993). Physical Models and Laboratory Techniques in Coastal Engineering. Vol. 7, Advanced Series on Ocean Engineering, World Scientific Publishing, Singapore.
Hughes, S.A., and Fowler, J.E. (1990). “Mid-Scale Physical Model Validation for Scour at Coastal Structures.” Technical Report CERC 90-8, U.S. Army Corps of Engineers, Waterway Experiment Station, Coastal Engineering Research Center, Vicksburg, Mississippi.
Hydraulic Research Station. (1965). “Plover Cove Water Supply Scheme, Hong Kong: Report on Hydraulic Model Investigation of a Typical Dropshaft and Deaeration Chamber.” Report No. EX264, Ministry of Technology, Wallingford, Berkshire, United Kingdom.
Hydro-Electric Power Commission of Ontario. (1960). “Re-Tests of Grass Island Pool Control Structure.” Niagara River Model Report to International Niagara Board of Control, Toronto.
IAHR. (1984). Symposium on Scale Effects in Modeling Hydraulic Structures, Esslingen, Germany.
IAHR. (1992). “Second Report of the IAHR Working Group on Model Ice Materials.” Proc. IAHR Symposium on Ice, Banff, Canada, June, 1527–1536.
IAHR. (1994). First International Symposium on Habitat Hydraulics, Norwegian Institute of Technology, Trondheim, Norway.
Ingersoll-Rand. (1991). “Test Standards for Modeling Inlets to Pumps.” Ingersoll-Rand Company, Engineered Pump Division, Phillipsburg, New Jersey.
Ipsen, D.C. (1960). Units, Dimensions, and Dimensionless Numbers, McGraw-Hill, New York.
Isaacson, M.S., Koh, R.C.Y., and Brooks, N.H. (1983). “Plume Dilution for Diffusers with Multiple Risers.” J. Hydraulic Engrg., ASCE, 109(2), 199–220.
ITTC. (1990). “Report of the Performance in Ice-Covered Waters.” Proc. 20th International Towing Tank Conference, Vol. 1, San Francisco, 469–504.
ITTC. (1995). Catalog of Facilities. 22nd International Towing Tank Conference Secretariat, MARINTEK, Norway.
Ivicsics, L. (1980). Hydraulic Models. Water Resources Publications, Littleton, Colorado.
Jain, S.C. (1990). “Hydrothermal Model Study of Diffuser Pipe System at Quad Cities Nuclear Generating Station.” Limited Distribution Report 175, Iowa Institute of Hydraulic Research, University of Iowa, Iowa City, Iowa.
Jain, S.C., and Kennedy, J.F. (1980). “Development and Verification of Laboratory Model Techniques for Prediction of Near-Field Behavior of Cooling Tower Plumes.” Report CS-1370, Electric Power Research Institute, Palo Alto, California.
Jain, S.C., and Kennedy, J.F. (1984). “Vortex-Flow Drop Structures.” Symposium on Scale Effects in Modeling Hydraulic Structures, Esslingen, Germany, September 3–6, Paper 6.7, 6.7-1–4.
Julien, P.Y. (1994). Erosion and Sedimentation. Cambridge University Press, Cambridge, United Kingdom.
Kamphuis, J.W. (1975a). “The Coastal Mobile Bed Model.” Civil Engineering Report No. 75, Queen’s University, Kingston, Canada.
Kamphuis, J.W. (1975b). “Friction Factor under Oscillatory Flows.” J. Waterway, Harbor, and Coastal Engrg., ASCE, 10(2), 135–144.
Kamphuis, J.W. (1985). “On Understanding Scale Effect in Coastal Mobile Bed Models.” Physical Modeling in Coastal Engineering, Dalrymple R., ed., Balkema, Rotterdam, 141–162.
Kamphuis, J.W. (1988). “On Bedform Geometry and Friction.” Proc. Workshop on Roughness and Friction, National Research Council of Canada, Ottawa, 19–35.
Kamphuis, J.W. (1991). “Physical Modeling.” Handbook of Coastal and Ocean Engineering, Vol. 2, Herbich J., ed., Gulf Publishing, Houston, Texas, 1049–1066.
Kamphuis, J.W. (1995a). “Composite Modeling: An Old Tool in a New Context.” Proc. IAHR Congress, London, Vol. 2, 230–235.
Kamphuis, J.W. (1995b). “Comparison of Two-Dimensional and Three-Dimensional Beach Profiles.” J. Waterway, Harbor, and Coastal Eng., ASCE, 121, 155–161.
Kamphuis, J.W. (1996). “Physical Modeling of Coastal Processes.” Advances in Coastal and Ocean Engineering, Vol. 2, Liu P., ed., World Scientific Publishing, Singapore, 79–114.
Kamphuis, J.W., and Kooistra, J. (1986). “On Volume Erosion and Scale Effects for Hydraulic Models of Large Conical Islands.” Proc. Symp. on Scale Effects in Modeling Sediment Transport Phenomena, IAHR, Toronto, 10–23.
Kamphuis, J.W., and Larson, M.R. (1987). “A Mobile Bed Scale Model Series under Attack by Constant, Regular and Irregular Waves.” Proc. Coastal Sediments ‘87, ASCE, New Orleans, 154–174.
Karaki et al. (1983). “Performance of Air Slots in High Velocity Chutes at Tarbela Tunnel Outlet Works.” Frontiers in Hydraulic Engineering (conference), ASCE, Cambridge, Massachusetts, September.
Keller, A.P. (1987). “A Vortex-Nozzle Cavitation Susceptibility Meter in Routine Application in Cavitation Inception Measurements.” Proc. Euromech Colloquium 222, Unsteady Cavitation and Its Effects, Wageningen, Netherlands.
Kenn, M.J. (1969). “Dynamic Similarity for Flow Systems in Which Inertia Effects Are Small.” J. Inst. Water Eng., 23, 251–253.
Kenn, M.J., and Zanker, K.J. (1967). “Aspects of Similarity for Air Entraining Water Flows.” Nature, 213(Jan.), 59–60.
Khan, A.R. (1970). “A Scaled Model Study of Water Coning.” J. Petroleum Technol., 22(6), 771–776.
King, R. (1974). “Hydroelastic Model Tests of Marine Piles.” Report RR 1254, British Hydromechanic Research Association (BHRA).
Kobus, H. (1980). “Hydraulic Modelling.” Bulletin No. 7, German Association for Water Research and Land Development.
Kobus, H., ed. (1984). Symposium on Scale Effects in Modeling Hydraulic Structures. Technische Akademie Esslingen, Germany.
Kobus, H., and Rao, L. (1975). “Characteristics of Self-Aerated Flows.” Erich Schmidt Verlag, Berlin.
Koh, R.C.Y., Brooks, N.H., List, E.J., and Wolanski, E.J. (1974). “Hydraulic Modeling of Thermal Outfall Diffusers for the San Onofre Nuclear Power Plant.” Report KH-R-30, W.M. Keck Laboratory, Hydraulic Water Resources, California Institute of Technology, January.
Kolkman, P.A. (1959). “Vibration Tests in a Model of a Weir with Elastic Similarity on the Froude Scale.” Proc. IAHR, 8th Congress, Montreal, Canada, August.
Kolkman, P.A. (1976). “Flow-Induced Gate Vibrations.” Publication 164, Delft Hydraulics Laboratory, Netherlands.
Kolkman, P.A. (1984a). “Vibrations of Hydraulic Structures.” Developments in Hydraulic Engineering, Vol. 2, Novak P., ed., Elsevier Science, New York, Chapter 1.
Kolkman, P.A. (1984b). “Gate Vibrations.” Developments in Hydraulic Engineering, Vol. 2, Novak P., ed., Elsevier Science, New York, Chapter 2.
Kolkman, P.A. (1989). “Models for Study of the Dynamic Behaviour of Structures in Flow and Waves.” Recent Advances in Hydraulic Physical Modelling, Martins R., ed., Kluwer Academic Publishers, Norwell, Massachusetts, Chapter 3.
Koschitzky, H.P., Westrich, B., and Kobus, H. (1984). “Effects of Model Configuration, Flow Conditions and Scale in Modeling Spillway Aeration Groves.” Proc., Symposium on Scale Effects in Modeling Hydraulic Structures, Esslingen, Germany, September 3–6, Paper 4.4, 4.4-1–5.
Kriebel, D.L., Dally, W.R., and Dean, R.G. (1986). “Undistorted Froude Model for Surf Zone Sediment Transport.” Proc. 20th Int. Conf. on Coastal Eng., 1296–1310.
Kristof, R.C. (1980). “The Role of Physical Modeling in the Mathematical Modeling of the Sacramento-San Joaquin Delta.” Symposium on Estuarine and Wetland Processes and Water Quality Modeling, Hamilton P. and Macdonald K.B., eds., Plenum, New York.
Kuo, C.Y.K., and Blair, C.H. (1978). “Comparison of Verified Physical and Mathematical Model.” Proc. 26th Annual Hydraulics Division Specialty Conference, University of Maryland, August 9–11, ASCE, New York.
Langhaar, H.L. (1951). Dimensional Analysis and Theory of Models. John Wiley and Sons, New York.
Larsen, J., Murthy, P., and Nguyen, T.D. (1993). “Calibration of Movable Bed Model Lock and Dam No. 9 Hydropower Project, Phase C: Movable Bed Model Study.” Report 197-93, Alden Research Laboratory, Inc., Holden, Massachusetts.
Larsen, J., Zufelt, J., and Crissman, R. (1994). “Innovative Instrumentation for a Physical Model of River Ice Transport.” In Proc. ASCE Symp. Fundamentals and Advances in Hydraulic Measurements and Experimentation, Buffalo, New York; 259–267.
Larsen, J., Zufelt, J.E., and Crissman, R.D. (1996). “Physical Model Studies of Ice Concerns at the Niagara Power Project Intakes.” Report No. 116-96/M360F, Alden Research Laboratory, Worcester, Massachusetts.
Laursen, E. (1986). “Physical Hydraulic Models in General; River Models in Particular.” In River Engineering, by Petersen M. Prentice-Hall, Englewood Cliffs, New Jersey.
Laursen, E.M. (1958). “The Total Sediment Load of Streams.” J. Hydraulic Engrg., ASCE, HY1, 1–36.
Le Goff, J.P., and LeCoffre, Y. (1983). “Nuclei and Cavitation.” Proc. 14th Symp. Naval Hydrodynamics, National Academy Press, Washington, D.C., 215–242.
LeMehaute, B. (1990). “Similitude.” The Sea, Vol. 9, Ocean Engineering Science, John Wiley and Sons, New York, 955–980.
Leslighter, E.J. (1988). “Cavitation in Hydraulic Structures.” Proc. Intl. Symp. Model-Prototype Correlation of Hydraulic Structures, Colorado Springs, Colorado, ASCE, 74–94.
Levi, E. (1994). The Science of Water: The Foundations of Modern Hydraulics. ASCE Press, New York.
Lewellen, W.S. (1962). “A Solution for Three-Dimensional Vortex Flows with Strong Circulation.” J. Fluid Mech., 14(3), 420–433.
List, E.J., and Koh, R.C.Y. (1975). “Hydraulic Modeling of Thermal Outfall Diffusers. Interpretation of Results.” Proc. XVIIAHR Congress, Sao Paulo, Brazil, July.
Lo, Jen-M., and Essen, I.I. (1987). “Physical Model Study of Thermal and Chemical Pollution in the Shuaiba Offshore Area of Kuwait.” Environment Intl., 13(3), 253–259.
Loftis, B., Saunders, P.E., and Grace, J.L. (1976). “Everett Jordan Lake Water-Quality Study.” Technical Report H-76-3, U.S. Army Corps of Engineers, Vicksburg, Mississippi, February.
Macagno, E.O. (1971). “Historico-Critical Review of Dimensional Analysis.” J. Franklin Institute, 292(6), 391–402.
Manning, R. (1889). “On the Flow of Water in Open Channels and Pipes.” Trans, of the Institute of Civil Engineers of Ireland, 20, 161–195.
Manning, R. (1895). “On the Flow of Water in Open Channels and Pipes.” Supp. Trans, of the Institute of Civil Engineers of Ireland, 24, 179–207.
Marcano, A., and Castillejo, N. (1984). “Model-Prototype Comparisons of Aeration Devices of Guri Dam Spillway.” Proc. Symp. on Scale Effects in Modeling Hydraulic Structures, Esslingen, Germany, September 3–6, Paper 4.6, 4.6-1–5.
March, P.A., and Vigander, S. (1980). “Some TVA Experiences with Flow-Induced Vibrations.” Practical Experiences with Flow-Induced Vibrations, Naudascher E. and Rockwell D., eds., Springer-Verlag, New York, 228–236.
March, P.A., and Vigander, S. (1982). “Model/Prototype Comparisons of Trashrack Vibrations.” Applying Research to Hydraulic Practice, Smith P.E., ed., ASCE, New York, 370–377.
Martin, C.S. (1972). “Vertically Downward Bubbly and Slug Flow of an Air-Water Mixture in a Pipe.” Institut für Hydromechanik, Universitat Karlsruhe, Karlsruhe, Germany.
Martin, C.S. (1976). “Vertically Downward Two-Phase Slug Flow.” J. Fluids Engrg., Trans. ASME, Series I, 98(4), 715–722.
Martins, R., ed. (1989). Recent Advances in Physical Modeling. Kluwer Academic Publishers, Norwell, Massachusetts.
McAnally, W.H., Brogdon, N.J., and Stewart, P.J. (1983). “Columbia River Estuary Model Studies.” Technical Report HL-83-16, U.S. Army Corps of Engineers, Vicksburg, Mississippi, September.
Medwin, H. (1977). “In-Situ Acoustic Measurements of Microbubbles at Sea.” J. Geophysics Research, 82, 921–976.
Mefford, B.W. (1984). “Cavitation Inception from Cylindrical Holes.” ASCE Specialty Conference on Water for Resource Development, Coeur d’Alene, Idaho, 421–426.
Melville, B.W. (1992). “Local Scour at Bridge Abutments.” J. Hydraulic Engrg., 118(4), 863–868.
Melville, B.W., and Sutherland, A.J. (1988). “Design Method for Local Scour at Bridge Piers.” J. Hydraulics Div., 114(10), 1210–1225.
Melville, B.W., Ettema, R., and Nakato, T. (1994). “Review of Flow Problems at Water Intake Pump Sumps.” EPRI Report TR-103474, Palo Alto, California.
Michel, B. (1975). “Techniques of Ice Modeling Including Distortion,” Report GCT-75-01-01, Laval University, Quebec City, Quebec.
Michel, B. (1978). Ice Mechanics. Les Press de l’Universite Laval, Laval, Quebec.
Mogridge, G.R., and Kamphuis, J.W. (1972). “Experiments on Ripple Formation under Wave Action.” Proc. 13th Intl. Conf. on Coastal Engineering, Vancouver, ASCE, 1123–1142.
Moody, L.F. (1926). “The Propeller Type Turbine.” Trans. ASCE, 89,625–647.
Moody, L.F.(1944). “Friction Factors for Pipe Flow.” Trans. ASME, November.
Moore, B. (1982). “Beach Profile Evolution in Response to Changes in Water Level and Wave Height.” M.S. thesis, Univ. of Delaware, Newark, Delaware.
Moretti, P.M., and McLaughlin, D.K. (1977). “Hydraulic Modeling in Mixing in Stratified Lakes.” J. Hydraulic Div., ASCE, 103(4), 367–380.
Morris, H.M., and Wiggert, J.M. (1972). Applied Hydraulics in Engineering, 2nd Ed., John Wiley & Sons, New York.
Murthy, P. (1991). “Computerized Hydraulic Modeling: A Case Study.” In Proc. ASCE, National Hydraulic Engineering Conference, Nashville, Tennessee, 786–791.
Nakato, T., and Houser, D. (1990). “Hydraulic Model Studies of Circulating-Water Ocean Intake Velocity Caps: Florida Power &Light Company’s St. Lucie Plant.” Report No. 341, Iowa Institute of Hydraulic Research, University of Iowa, Iowa City, Iowa.
Nakato, T., and Houser, D. (1994). “Hydraulic Model Study of Stilling Basin Floor Blocks: Pacific Gas and Electric Company’s Pit 6 Dam.” IIHR Report 369, Iowa Institute of Hydraulic Research, University of Iowa, Iowa City, Iowa.
Naudascher, E. (1966). Discussion of “Flow-Induced Structural Vibrations,” by G.H. Toebes, J. Engrg. Mech. Div., ASCE, 92(EM4), 80–86.
Naudascher, E. (1967). “From Flow Instability to Flow-Induced Excitation.” J. Hydraulic Div., ASCE, 93(HY4), 15–40.
Naudascher, E. (1984). “Scale Effects in Gate Model Tests.” Symposium on Scale Effects in Modelling Hydraulic Structures. 2nd Ed., Kobus H., ed., International Association for Hydraulic Research and Deutscher Verband für Wasserwirt-schaft und Kulturbau, Esslingen am Neckar, Germany, September.
Naudascher, E., and Rockwell, D. (1994). Flow-Induced Vibrations, An Engineering Guide. International Association for Hydraulic Research (IAHR) Hydraulic Structures Design Manual No. 7, Balkema, Rotterdam.
Neale, L.C., and Hecker, G. (1972). “Model Versus Field Data on Thermal Plumes from Power Stations.” Proc. International Symposium of Stratified Flows, International Association for Hydraulic Research, Novosibirsk, Paper 18.
Nece, R.E. (1992). “Physical Models.” Proc. Institution of Civil Engineers, Water, Maritime and Energy, 96(3), 181–182.
Neill, C.R. (1968). “Note on Initial Movement of Coarse Uniform Bed-Material.” J. Hydraulic Research, 6(2), 173–176.
Nguyen, D.T., Rao, B.C.C., and Naudascher, E. (1988). “Field and Model Studies on Trashrack Vibrations.” Model-Prototype Correlation of Hydraulic Structures, Proceedings of the International Symposium, Colorado Springs, Colorado, August 9–11; ASCE, New York, 334–343.
Nicollet, G. (1988). “River Models.” In Recent Advances in Hydraulic Physical Modeling, edited by Martins R. NATO ASI Series, Kluwer Academic Publishers, London.
Noda, E.K. (1972). “Equilibrium Beach Profile Scale Model Relationship.” J. Waterway, Harbor, and Coastal Engrg., ASCE, 98, 511–528.
Novak, P., and Cábelka, J. (1981). Models in Hydraulic Engineering. Pitman, London.
Nystrom, J.B., Hecker, G.E., and Moy, H.C. (1981). “Heated Exchange in an Estuary: Case Study.” J. Hydraulic Div., ASCE, 107, 1371–1406.
Odgaard, A.J., Elder, R.A., and Weitkamp, D.E. (1990). “Turbine-Intake Fish-Diversion System.” J. Hydraulic Engrg., 116(11), 1301–1316.
Odgaard, A.J., Jovic, S., and Venkateswaran, S. (1987). “Hydraulic Model Studies for Fish Diversion at Wanapum/Priest Rapids Development: Part III, Testing of Design Modifications for the 1987 Field Tests.” Prepared for Grant County PUD by Iowa Institute of Hydraulic Research, Iowa City, Iowa.
O’Hern, T.J. (1987). “Cavitation Scale Effects: I. Nuclei Distributions in Natural Waters, II. Cavitation Inception in a Turbulent Shear Flow.” Ph.D. Dissertation, California Institute of Technology.
Oldenziel, D.M. (1982). “A New Instrument in Cavitation Research: The Cavitation Susceptibility Meter.” J. Fluids Eng., 104, 136–142.
Ortloff, C.R. (1988). “Canal Builders of Pre-Inca Peru.” Scientific American, December, 100–107.
Osterwalder, J., and Hippe, L. (1984). “Guidelines for Efficiency Scaling Process of Hydraulic Turbomachines with Different Technical Roughness of Flow Passages.” J. Hydraulic Res., 22(2), 77.
Padmanabhan, M. (1987). “Design Recommendations: Pump Sumps.” In Swirling Flow Problems at Intakes, IAHR Hydraulic Structures Design Manual, Balkema, Rotterdam.
Padmanabhan, M., and Hecker, G.E. (1985). “Scale Effects in Pump Sump Models.” J. Hydraulic Engrg., 110(11), 1540–1556.
Palde, U. (1972). “Influence of Draft Tube Shape on Surging Characteristics of Reaction Turbines.” Bureau of Reclamation Report REC-ERC-72-24, Denver, Colorado, July.
Pan, S., and Shao, Y. (1984). “Scale Effects in Modeling Air Demand by a Ramp Slot.” Proc. Symp. on Scale Effects in Modeling Hydraulic Structures, Esslingen, Germany, September 3–6, Paper 4.7, 4.7-1-5.
Panton, R.L. (1984). Incompressible Flow. Wiley Interscience, New York.
Paredes-Gomez, G., Fuentes, R., and Aguirre-Pe, J. (1992). “Description Sistematica de la Piedra Monumental de Sayhuite.” Proc. XV Latin American Congress, Int. Assn for Hydraulic Research, Cartagena, Colombia.
Peebles, F.N., and Garber, H.J. (1953). “Studies on the Motion of Gas Bubbles in Liquids.” Chemical Engineering Progress, 49(2), 88–97.
de Pinto, N.L.S. (1984). “Model Evaluation of Aerators in Shooting Flow.” Proc. Symp. on Scale Effects in Modeling Hydraulic Structures, Esslingen, Germany, September 3–6, Paper 4.2, 4.2-1–6.
“Plover Cove Water Supply Scheme: Hong Kong.” (1965). Report on Hydraulic Model Investigation of a Typical Dropshaft and De-Aeration Chamber, Hydraulics Research Station, Wallingford, England.
Pugh, C.A., and Gray, E.W.(1984). “Fuse Plug Embankment in Auxiliary Spillways: Developing Design Guidelines and Parameters.” Proc. 4th Annual Lecture, Dam Safety and Rehabilitation, U.S. Committee on Large Dams, Phoenix, Arizona.
Ramanathan, V., Voigt, R.L., and Ellis, C.R.(1993). “1:27-Scale Physical Model of Spillway Air Ramp Alternatives for the 15 de Septiembre Project.” Report No. 346, St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis.
Raudkivi, A.J. (1990). Loose Boundary Hydraulics. Pergamon Press, Elmsford, New York.
Rayleigh, Lord. (1898). “On the Viscosity of Argon as Affected by Temperature.” Proc. Roy. Soc., LXVI, 68–74.
Rayleigh, Lord. (1915). “The Principle of Similitude.” Nature, 95, 66–68.
Renner, J. (1975). “Air Entrainment in Surface Rollers.” Proc. BHRA Symposium on Design of Siphons and Siphon Spillways, London, Paper A4, A4-49–56.
Reynolds, A.J. (1974). Turbulent Flows in Engineering. John Wiley and Sons, New York.
Riabouchinsky, D. (1911). “Method des Variables de Dimensions Zero et Son Application en Aerodynamiue.” L’Aerophile, 407–408.
Richards, D.R. (1982). “Low Freshwater Inflow Study: Chesapeake Bay Hydraulic Model Investigation.” Technical Report No. HL-82-3, U.S. Army Corps of Engineers, Vicksburg, Mississippi, 1982.
Riedel, H.P., Kamphuis, J.W., and Brebner, A. (1972). “Measurement of Bed Shear Stress under Waves.” Proc. 13th Conference on Coastal Engineering, Vancouver, British Columbia.
Ripken, J.F., and Dahlin, W.Q. (1972). “Hydraulic Model Studies for the Guri Hydroelectric Power Report on Spillway Cavitation Damage.” Report No. 132, St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis.
Roberts, P.J.W., and Snyder, W.H. (1993a). “Hydraulic Model Study for the Boston Outfall. I: Riser Configuration.” J. Hydraulic Engrg., ASCE, 119(9), 970–987.
Roberts, P.J.W., and Snyder, W.H. (1993b). “Hydraulic Model Study for the Boston Outfall. II: Environmental Performance.” J. Hydraulic Engrg., ASCE, 119(9), 988–1002.
Roberts, P.J.W., and Wilson, D. (1990). “Field and Model Studies of Ocean Outfalls.” National Conference on Hydraulic Engineering, San Diego, California, July 30-August 3.
Roberts, P.J.W., Ferrier, A., and Johnson, B.H. (1994). “New Techniques for Experimental Studies of Dredged Material Dispersion.” Second International Conference on Dredging and Dredged Material Displacement, Dredging ‘94, Orlando, Florida.
Roberts, P.J.W., Snyder, W.H., and Baumgartner, D.J. (1989a). “Ocean Outfalls. I: Submerged Wastefield Formation.” J. Hydraulic Engrg., ASCE, 115(1), 1–25.
Roberts, P.J.W., Snyder, W.H., and Baumgartner, D.J. (1989b). “Ocean Outfalls. II: Spatial Evolution of Submerged Wastefield.” J. Hydraulic Engrg., ASCE, 115(1), 26–48.
Rouse, H. (1946). Elementary Mechanics of Fluids. Reprint, Dover, New York.
Rouse, H. (1976). Hydraulics in the United States, 1776–1976. Iowa Institute of Hydraulic Research, University of Iowa, Iowa City, Iowa.
Rouse, H., and Ince, S. (1957). History of Hydraulics. Iowa Institute of Hydraulic Research, University of Iowa, Iowa City, Iowa.
Ruark, A.E. (1935). “Inspectional Analysis: A Method Which Supplements Dimensional Analysis.” J. Elisha Mitchell Science Society, 51, 127–133.
Rutherford, J.C. (1994). River Mixing. John Wiley and Sons, New York.
Ryan, P.J. (1989). “Density Models.” Recent Advances in Physical Modeling, Martins R., ed., Kluwer Academic Publishers, Norwell, Massachusetts.
Schladow, S.G. (1993). “Lake Destratification by Bubble-Plume Systems: Design Methodology.” J. Hydraulic Engrg., ASCE, 119(3), 350–368.
Schohl, G.A., and March, P.A. (1982). “Modal Testing of Trashracks at Hiwassee Dam.” Applying Research to Hydraulic Practice, Smith P.E., ed., ASCE, New York, 364–369.
Schultz, L.A., and Free, A.P. (1984). “Recent Experience in Conducting Ice Model Tests Using a Synthetic Ice Modeling Material.” Vol. 2, Proc. IAHR Ice Symposium, Hamburg, Germany, 229–239.
Schuring, D.J. (1977). Scale Models in Engineering. Pergamon Press, Elmsford, New York.
Schwarz, J. (1977). “New Developments in Modeling Ice Problems.” In Proc. 4th International Conference on Port and Ocean Engineering under Arctic Conditions, St. Johns, Newfoundland, September, 45–61.
Sedov, L.L. (1959). Similarity and Dimensional Methods in Mechanics. Academic Press, New York.
Sharp, J.J. (1981). Hydraulic Modeling. Butterworths, Ontario, Canada.
Shen, H.W., ed. (1990). Movable Bed Physical Models. Kluwer Academic Publishers, Norwell, Massachusetts.
Shields, A. (1936). “Anwendung der Ahnlichkeits-Mechanik und der Turbulenz-forscung auf die Geschiebebewgung.” Heft 26, Preussische Versuchsanstalt fir Wasserbau und Schiffbau, Berlin, Germany.
Sill, B.L., and Fowler, J.E. (1981). “Far Field Physical Models of Thermal Discharges.” Proc. Symp. on Surface Water Impoundments, Minneapolis, Minnesota, 1108–1116.
Sinha, S.K., Sotiropoulos, F., and Odgaard, A.J. (1998). “Three-Dimensional Numerical Model for Flow Through Natural Rivers.” J. Hydraulic Engrg., 124(1), 13–24.
Slimane, A.B., Masbernat, L., and Moussa, M. (1990). “Hydroecological Model of Tunis Lake.” La Houille Blanche, 45(3–4), 287–291.
Snyder, W.H. (1981). “Guideline for Fluid Modeling of Atmospheric Diffusion” Report No. EPA-600/8/81/009, U.S. Environmental Protection Agency, Research Triangle Park, North Carolina.
Sodhi, D.S., Calkins, D.J., and Deck, D.S. (1982). “Model Study of Port Huron Ice Control Structure.” U.S. Army CRREL Report 82-9, Hanover, New Hampshire.
Spencer, D.S., and Timco, G.W.(1990). “CD Model Ice: a Process to Produce Correct Density (CD) Model Ice.” Vol. 2, Proc. IAHR Symposium on Ice, Espoo, Finland, 745–755.
Stefan, H.G., Johnson, T.R., and McConnell, H.L. (1992). “Sampling of Wastewater Effluent” J. Envir. Engrg., ASCE, 118(2), 209–225.
Stefan, H.G., Johnson, T.R., McConnell, H.L., Anderson, C.T., and Martenson, D.R. (1990). “Hydraulic Modeling of Mixing in a Wastewater Dechlorination Basin.” J. Envir. Engrg., ASCE, 116(3), 524–541.
Stevens, C., and Coates, M. (1994). “Applications of a Maximised Cross-Correlation Technique for Resolving Velocity Fields in Laboratory Experiments.” J. Hydraulic Res., IAHR, 32(2), 195–212.
Strickler, A. (1923). “Beitrage zur Frage der Geschwindigkeits Formel und der Rauhhigkeitszahaeven fur Stromen Kanal und Geschlossene Leitungen.” Mitteilungen des Eidgenossischen Amtes fur Wasserwirtschaft, No. 16, Berne, Switzerland.
Su, J., Shen, H.T., and Crissman, R.D.(1997). “Numerical Study on Ice Transport in the Vicinity of the Niagara River Hydropower Intakes,” J. Cold Regions Engrg., 11(4), 255–270.
Sweeney, C.E., Elder, R.A., and Hay, D. (1982). “Pump Sump Design Experience Summary,” J. Hydraulic Div., 108(HY3).
Taghavi, R., and Arndt, R.E.A. (1985). “Cavitation in Various Types of Shear Flow.” Cavitation in Hydraulic Structures and Turbomachinery, ASME, New York.
Tatinclaux, J.C., Jain, S.C., and Sayre, W.W.(1975). “Hydraulic Modeling of Shallow Cooling Ponds.” J. Power Div., ASCE, 101(1), 43–53.
Timco, G.W. (1980). “The Mechanical Properties of Saline-Doped and Carbamide(urea)-Doped Model Ice.” Cold Regions Science and Technology, 12, 175–195.
Timco, G.W. (1986). “EG/AD/S: A New Type of Model Ice for Refrigerated Towing Tanks.” Cold Regions Science and Technology, 12, 175–195.
Timco, G.W., Nwogu, O.G., and Christensen, F.T. (1994). “Compliant Model Tests with the Great Belt West Bridge Piers in Ice. Part I: Test Methods and Key Results.” Cold Regions Science and Technology, 23, 149–164.
Tryde, P. (1975). “Intermittent Ice Forces Acting on Inclined Wedges.” In Proc. IAHR Symposium on Ice, Hanover, New Hampshire, August; 339–343.
Tullis, J.P. (1979). “Modeling in Design of Pumping Pits.” J. Hydraulic Div., 105(9), 1053–1063.
Tullis, J.P.(1994). “Hydraulic Model Study of Circulating Water Intake, Arkansas Nuclear Unit, Unit 2.” Report 94-3, Utah State Water Resources Laboratory, Utah State University, Logan, Utah.
Turner, J.S. (1973). Buoyancy Effects in Fluids. Cambridge University Press, Cambridge.
Urroz, G., and Ettema, R. (1987). “Simple-Shear-Box Experiments on Ice Rubble.” Cold Regions Science and Technology, 14(2), 185–199.
U.S. Army Corps of Engineers. (1984). Shore Protection Manual. Vols. I and II, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Vicksburg, Mississippi.
Vaschy, A. (1892). “Sur les lois desimilitude en physique.” Annales Telegraphiques, 19, 25–28.
Vellinga, P.(1986). “Beach and Dune Erosion During Storm Surges” Communication No 372, Delft Hydraulics, Delft.
Vermeyen, T.B., and Johnson, P.L. (1993). “Hydraulic Performance of a Flexible Curtain for Selective Withdrawal: A Physical Model and Prototype Comparison.” ASCE National Hydraulic Engineering Conference, 2371–2776.
Vernon-Harcourt, L.E. (1889). “The Principles of Training Rivers Through Tidal Estuaries, as Illustrated by Investigation into the Methods of Improving the Navigation Channels of the Estuary of the Seine.” Proc. of the Royal Society of London, Vol. 45.
Volkart, P.U.(1988). “Vibration Tests on a Sector Gate with Correctly Modeled Gate Elasticity” Model-Prototype Correlation of Hydraulic Structures, Proc. of the International Symposium, Colorado Springs, Colorado, ASCE, 334–343.
Volkart, P., and Rutschman, P. (1984) “Rapid Flow in Spillway Chutes with and without Deflectors—A Model-Prototype Comparison.” Proc. Symp. on Scale Effects in Modeling Hydraulic Structures, Esslingen, Germany, September 3–6, Paper 4.5,4.5-1–8.
Wahl, A.L.(1990). “Draft Tube Surging Hydraulic Model Study.” M.S. thesis, Colorado State University, Fort Collins, Colorado.
Wakeman, T.H., and Hawkins, M.L. (1988). “Bay/Delta Hydraulic Model: Thirty Years of Service.” Proc. National Conference on Hydraulic Engineering, ASCE, 890–895.
Wallis, G.B. (1969). One-Dimensional Two-Phase Flow. McGraw-Hill, New York.
Warnick, C.C. (1984). Hydropower Engineering. Prentice-Hall, Englewood Cliffs, New Jersey.
Weber, L.J., Weitkamp, D., Hay, D., Odgaard, A.J., and Paremsewar, C. (1995). “Development of a Juvenile Fish Outfall Structure.” Proc. ASCE Conference on Waterpower ‘95, San Francisco, California, 47–56.
Weerasuriya, S.A., and Yapa, P.D. (1993). “Uni-Directional Spreading of Oil Under Solid Ice.” Can. J. Civil Engrg., 20(1), 50–56.
Weitkamp, D.E. (1995). “Hydraulic Models as a Guide to Fish Passage.” In Issues and Directions in Hydraulics, Nakato T. and Ettema R., eds., Balkema, Rotterdam, 287–296.
Weitkamp, D.E., and Elder, R.A. (1993). “Fish Screen Developments, Columbia River Dams.” ASCE, New York, 1314–1319.
WES. (1946). “Model Studies of Water Requirements and Salt Water Intrusion: Intracoastal Waterway.” Technical Memorandum 221-1, U.S. Army Corps of Engineers, Waterway Experiment Station, Vicksburg, Mississippi.
WES. (1952). “Effects of Proposed Channel Enlargement between Philidelphia and Trenton.” Technical Memorandum No. 2-337, U.S. Army Corps of Engineers, Waterway Experiment Station, Vicksburg, Mississippi.
WES. (1964). “Delaware River Model Study, Dike Rehabilitation.” Technical Memorandum No. 2-337, U.S. Army Corps of Engineers, Waterway Experiment Station, Vicksburg, Mississippi.
WES. (1976). “Enlargement of Marcus Hook Anchorage, Delaware River” Miscellaneous Paper H-76-17, U.S. Army Corps of Engineers, Waterway Experiment Station, Vicksburg, Mississippi.
Wetzel, J., and Arndt, R.E.A. (1994a). “Hydrodynamic Design Considerations for Hydroacoustic Facilities: I. Flow Quality.” J. Fluids Eng., 116(2).
Wetzel, J., and Arndt, R.E.A. (1994b). “Hydrodynamic Design Considerations for Hydroacoustic Facilities: II. Pump Design Factors” J. Fluids Eng., 116(2).
White, E.T., and Beardmore, R.H. (1962). “The Velocity of Rise of Single Cylindrical Air Bubbles Through Liquids Contained in Tubes” Chemical Engrg. Sci., 17, 351–361.
Whittington, R.B., and Ali, K.H.M. (1976). Discussion of “Low-Head Air-Regulated Siphons” J. Hydraulic Div., ASCE, 102(HY3),422–424.
Wilkinson, D.L.(1991). “Model Scaling Laws for Tunneled Ocean-Sewage Outfalls.” J. Hydraulic Engrg., ASCE, 117(5), 547–561.
Willert, C.E., and Gharib, M. (1991). “Digital Particle Image Velocimetry” Experiments in Fluids, 10, 181–193.
Wislicenus, G.F.(1965). Fluid Mechanics of Turbomachinery, Vol. 1. Dover, New York.
Wood, I.R. (1991). “Air Entrainment in Free-Surface Flows.” IAHR Hydraulic Structures Manual, Chaps. 1 and 2, Vol. 4, Balkema, Rotterdam.
Wright, K.R., Kelly, J.M., and Valencia Zegarra, A. (1997). “Machu Pichu: Ancient Hydraulic Engineering.” J. Hydraulic Engrg., ASCE, 123(10), 834–843.
Wright, S.J. (1984). “Buoyant Jets in Density-Stratified Crossflow.” J. Hydraulic Engrg., ASCE, 110(5), 643–656.
Wu, J., and Tsanis, I.K. (1994). “Pollutant Transport and Residence Time in a Distorted Scale Model and a Numerical Model.” J. Hydraulic Research, IAHR, 32(4), 583–598.
Wuebben, J. (1995). “Physical Modeling.” River Ice Jams. Beltaos S., ed., Water Resources Publications, Highlands Ranch, Colorado.
Yalin, M.S. (1971). Theory of Hydraulic Models. Macmillan Press, New York.
Yalin, M.S. (1972). Mechanics of Sediment Transport. Pergamon Press, Elmsford, New York.
Yalin, M.S. (1989). “Fundamentals of Hydraulic Physical Modeling.” In Recent Advances in Hydraulic Physical Modeling, edited by Martins R. NATO ASI Series, Kluwer Academic Publishers, London.
Yalin, M.S. (1992). River Mechanics. Pergamon Press, Elmsford, New York.
Yapa, P.D., and Belaskas, D.P. (1993). “Radial Spreading of Oil Under and Over Broken Ice: An Experimental Study.” Can. J. Civil Engrg., 20(6), 910–922.
Yapa, P.D., and Chowdhury, T. (1990). “Spreading of Oil under Ice Covers.” J. Hydraulic Engrg., ASCE, 16(12), 1468–1483.
Yi, J., Gu, P., and Yan, L. (1989). “Physical and Mathematical Models of Pollution Dispersion in the Yangtze Estuary.” China Ocean Engineering, 3(1), 95–106.
Yih, C.-S. (1980). Stratified Flows, 2nd ed. Academic Press, New York.
Young, E.R. (1990). Cavitation. McGraw-Hill, London.
Zufelt, J.E., and Ettema, R. (1996). “Model Ice Material.” Report No. 96-1, U.S. Army Corps of Engineers, Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire.
Zufelt, J.E., Larsen, J., and Crissman, R.D. (1993). “Physical Model Studies of Measures to Mitigate Ice Jamming in the Upper Niagara River.” Proc. IAHR 12th International Symposium on Ice, Vol. 2, Trondheim, Norway, 704–713.
Zufelt, J.E., Larsen, J., and Crissman, R.D. (1994). “Physical Model to Study Ice Jamming Processes in the Upper Niagara River.” In Proc. IAHR 12th International Symposium on Ice, Trondheim, Norway; Vol. 2, 694–703.

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Hydraulic Modeling: Concepts and Practice
Pages: 361 - 379

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