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Online Books by

Hydraulics Laboratory (U.S.)

Books from the extended shelves:

• Hydraulics Laboratory (U.S.): Air demand tests, Libby Dam, Kootenai River, Montana (U.S. Army Engineer Waterways Experiment Station, 1981), also by E. Dale Hart and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Application of a two-dimensional model of hydrodynamics to San Timoteo Creek flood-control channel, California (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1994., 1994), also by Richard L. Stockstill, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Application of channel stability methods : case studies (U.S. Army Engineer Waterways Experiment Station, 1994), also by Ronald R. Copeland, Flood Control Channels Research Program, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): The Atchafalaya River delta : report 3 : extrapolation of delta growth (Waterways Experiment Station, 1982), also by Joseph V. Letter and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Atlantic coast hindcast, deepwater, significant wave information : wave information studies of U.S. coastlines (U.S. Army Engineer Waterways Experiment Station ;, 1981), also by William D. Corson and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Atlantic coast hindcast, Phase II wave information (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1982), also by William D. Corson (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Atlantic coast water-level climate (The Station ;, 1982), also by Bruce A. Ebersole and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Bald Eagle Creek and Little Juniata River channel improvement project : hydraulic model investigation (Waterways Experiment Station, 1980), also by John F. George and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Baltimore Harbor and channels deepening study : Chesapeake Bay hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), also by Mitchell A. Granat, Leif F. Gulbrandsen, and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Beach nourishment techniques : Report 3 : Typical U.S. beach nourishment projects using offshore sand deposits (U.S. Army Engineer Waterways Experiment Station ;, 1981), also by R. D. Hobson, United States. Army. Office of the Chief of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Beach nourishment techniques : Report 4 : Wave climates for selected U.S. offshore beach nourishment projects : Main text (The Station, 1981), also by Donald L. Durham, Thomas W. Richardson, Lyndell Z. Hales, and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Bloomington Spillway, North Branch Potomac River, Maryland and West Virginia : hydraulic model investigation (Waterways Experiment Station, 1983), also by Bobby P. Fletcher and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): A boundary-fitted coordinate code for general two-dimensional regions with obstacles and boundary intrusions (U.S. Army Engineer Waterways Experiment Station ;, 1983), also by Joe F. Thompson, Environmental and Water Quality Operational Studies (U.S.), Mississippi State University, and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Breakwater and revetment stability study, San Juan National Historic Site, San Juan, Puerto Rico : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1981), also by Dennis G. Markle, United States. National Park Service. Southeast Regional Office, and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Carquinez Strait, California, salinity barrier calibration study : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station ;, 1979), also by Rutherford C. Berger and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Cleveland Harbor, Ohio, design for the safe and efficient passage of 1,000-ft-long vessels at the west (main) entrance : hydraulic model investigation (Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station ;, 1983), also by Robert R. Bottin and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Cypress Avenue Pumping Station : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1994., 1994), also by Bobby P. Fletcher, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Design and development of bendway weirs for the Dogtooth Bend Reach, Mississippi River : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1994), also by David L. Derrick, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Design for harbor entrance improvements, Wells Harbor, Maine : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Robert R. Bottin and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Destratification system design for East Sidney Lake, New York (U.S. Army Engineer Waterways Experiment Station], 1992), also by Edward B. Meyer, Steven C. Wilhelms, Richard E. Price, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Water Quality Research Program (U.S.) (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Development and verification of numerical models for predicting the initial fate of dredged material disposed in open water. Report 1, Physical model tests of dredged material disposal from a split-hull barge and a multiple bin vessel (U.S. Army Engineer Waterways Experiment Station, 1993), also by Billy H. Johnson, Michael J. Trawle, Darla C. McVan, Dinah N. McComas, Dredging Research Program (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Developments in LARM2 : a longitudinal-vertical, time-varying hydrodynamic reservoir model (U.S. Army Engineer Waterways Experiment Station ;, 1983), also by John E. Edinger, Edward M. Buchak, U.S. Army Engineer Waterways Experiment Station, Environmental and Water Quality Operational Studies (U.S.), and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Dredging : an annotated bibliography on operations, equipment and processes. (U.S. Army Waterways Experiment Station ;, 1982), also by United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Effects of depth on dredging frequency : Report 1 : Survey of district offices (The Station, 1978), also by Michael J. Trawle and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Effects of depth on dredging frequency : Report 2 : Methods of estuarine shoaling analysis (The Station ;, 1981), also by Michael J. Trawle and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Effects of enlarged navigation channel on tides, currents, salinities, and dye dispersion, Mobile Bay, Alabama (U.S. Army Engineer Waterways Experiment Station, 1979), also by Rutherford C. Berger, Robert A. Boland, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Effects of first underlayer weight on the stability of stone-armored rubble-mound breakwater trunks subjected to nonbreaking waves with no overtopping : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1980), also by Robert D. Carver and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Environmental & water quality operational studies (U.S. Army Engineer Waterways Experiment Station ;, 1982), also by Arlo W. Fast, Robert G. Hulquist, Limnological Associates (Firm), and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Erosion control of scour during construction. Report 1, Present design and construction practice (U.S. Army Engineer Waterways Experiment Station, 1980), also by Lyndell Z. Hales and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): The estimation of wind-wave generation in a discrete spectral model (The Station ;, 1982), also by Donald T. Resio, United States Army Corps of Engineers, and Wave Information Studies of the U.S. Coastlines (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Evaluation of in-reservoir cofferdam on Richard B. Russell Reservoir and hydropower releases : hybrid model investigation (Waterways Experiment Station, 1981), also by Dennis R. Smith, Charles H. Tate, Bruce Loftis, Jeffrey P. Holland, and United States. Army. Corps of Engineers. Savannah District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Experimental measurements of refraction, diffraction, and current patterns near jetties (U.S. Army Engineer Waterways Experiment Station, 1980), also by Lyndell Z. Hales and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Filling and emptying system for Bay Springs Lock, Tennessee-Tombigbee Waterway, Mississippi : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Jackson H. Ables and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Filling and emptying system, New Ship Lock, Mississippi River-Gulf Outlet, Louisiana : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Jackson H. Ables and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Fixed-cone valves, New Melones Dam, California : hydraulic model investigation (Waterways Experiment Station, 1981), also by Stephen T. Maynord, John L. Grace, and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Floating breakwater wave-attenuation tests for East Bay Marina, Olympia Harbor, Washington : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1979), also by Robert D. Carver and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Flood control and irrigation outlet works and tailrace channel for New Melones Dam, Stanislaus River, California : hydraulic model investigation (Waterways Experiment Station, 1981), also by Stephen T. Maynord and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): General design for replacement of or modifications to the Lower Santa Ana River drop structures, Orange County, California (U.S. Army Engineer Waterways Experiment Station, 1994), also by John F. George, Herman O. Turner, Glenn A. Pickering, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Grays Landing Spillway and stilling basin, Monongahela River, Pennsylvania : hydraulic model investigation (Waterways Experiment Station ; 1981, 1981), also by Edward D. Rothwell, Stephen T. Maynord, Noel R. Oswalt, and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Hydraulic model investigation (The Station, 1981), also by Robert D. Carver, Dennis G. Markle, and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Hydraulic model investigation (Waterways Experiment Station, 1982), also by Ronald R. Copeland and United States. Army. Corps of Engineers. Detroit District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Hydraulic, salinity, and shoaling verification (Waterways Experiment Station, 1979), also by Noble J. Brogdon and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Instruction report. ([U.S. Army Engineer Waterways Experiment Station], in the 20th century), also by Waterways Experiment Station (U.S.) and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Instruction report HL (The Laboratory, in the 20th century) (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Investigation of release temperatures for Kinzua Dam, Allegheny River, Pennsylvania : hydraulic model investigation (Waterways Experiment Station, 1981), also by Mark S. Dortch and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Jet entrainment in pumped-storage reservoirs : final report (The Station ;, 1981), also by Philip J. W. Roberts, United States. Army. Office of the Chief of Engineers, and Georgia Institute of Technology (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Kaskaskia River grade-control structure and navigation channel, Fayetteville, Illinois : hydraulic model investigation (Waterways Experiment Station, 1980), also by John L. Grace, Potong Bhramayana, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Lake Chicot pumping plant outlet structure, Arkansas : hydraulic model investigation (Waterways Experiment Station, 1979), also by Edward D. Rothwell, Bobby P. Fletcher, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Lake Pontchartrain and vicinity hurricane protection plan : Report 2 : Physical and numerical model investigation of control structures and the Seabrook Lock : hydraulic and mathematical model investigation (The Station ;, 1982), also by H. Lee Butler, T. F. Berninghausen, Larry L. Daggett, R. C. Berger, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Lift gate for Lockport Lock, Illinois Waterway : hydraulic model investigation (US Army Corps of Engineers, Hydraulics Laboratory ;, 1987), also by Deborah R. Cooper and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Littoral processes study, vicinity of Santa Ana River mouth from Anaheim Bay to Newport Bay, California : final report (U.S. Army Engineer Waterways Experiment Station ;, 1980), also by Lyndell Z. Hales and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Lock approach canal surge and tow squat at Lock and Dam 17, Arkansas River Project : mathematical model investigation (U.S. Waterways Experiment Station ;, 1980), also by Carl J. Huval and United States. Army. Corps of Engineers. Tulsa District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Lock culvert valve loss coefficients : hydraulic laboratory investigation (Waterways Experiment Station, 1981), also by Glenn A. Pickering and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Lock design, bottom longitudinal filling and emptying system : final report (U.S. Waterways Experiment Station ;, 1980), also by Thomas E Murphy and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Los Angeles and Long Beach Harbors model study : report 6, resonant response of the modified phase 1 plan (U.S. Army Engineer Waterways Experiment Station, 1979), also by Douglas G. Outlaw and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Low freshwater inflow study : Chesapeake Bay hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), also by David R. Richards, Leif F. Gulbrandsen, and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Mathematical modeling of three-dimensional coastal currents and sediment dispersion : model development and application (Office, Chief of Engineers, U.S. Army ;, 1983), also by Y. Peter Sheng, United States Army Corps of Engineers, and Aeronautical Research Associates of Princeton (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): A mathematical study of the impact on salinity intrusion of deepening the Lower Mississippi River navigation channel (Hydraulics Laboratory, Dept. of the Army Waterways Experiment Station, Corps of Engineers, 1987), also by Billy H. Johnson, Garbis H. Keulegan, M. B. Boyd, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Mayport-Mill Cove model study. Report 3, Mill Cove study : hydraulic model investigation (Waterways Experiment Station, 1979), also by Noble J. Brogdon, Joseph W. Parman, and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): McGee Creek Pumping Station sump, Pike County, Illinois : hydraulic model investigation (Hydraulics Laboratory, Dept. of the Army, Waterways Experiment Station, Corps of Engineers ;, 1986), also by Glenn R. Triplett and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Means of predicting littoral sediment transport seaward of the breaker zone (Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1976., 1976), also by Andrew W. Garcia, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Mississippi-Louisiana estuarine area study : salinity and circulation at and near Bay Boudreau in Biloxi marshes, Eastern Louisiana (U.S. Army Engineer Waterways Experiment Station, 1989), also by Walter E. Pankow, William H. McAnally, Allen M. Teeter, Julian M. Savage, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Mississippi Sound wave-hindcast study : main text and appendices A and B (The District ;, 1983), also by Robert E. Jensen and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Model-prototype comparison study of dike systems, Mississippi River : Potamology investigations (The Station ;, 1982), also by John J. Franco and United States. Mississippi River Commission (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Model studies of the Portugues and Bucana Rivers channelization, Puerto Rico : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Noel R. Oswalt and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Model study of Harry S. Truman Spillway, Osage River, Missouri : hydraulic model investigation (Waterways Experiment Station, 1979), also by Glenn A. Pickering, D. Bruce Murray, and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Modifications to filling and emptying system of Lock No. 1, Mississippi River, Minneapolis, Minnesota : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1979), also by Jackson H. Ables, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Saint Paul District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Navigation conditions at John H. Overton Lock and Dam, Red River : hydraulic model investigation (Waterways Experiment Station, 1979), also by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Navigation conditions at Lock and Dam 53, Ohio River, Kentucky and Illinois : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1979), also by Louis J. Shows, John J. Franco, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Navigation conditions at Locks and Dam 26, Mississippi River : hydraulic model investigation (Waterways Experiment Station, 1979), also by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Navigation conditions at McAlpine Locks and Dam, Ohio River : Hydraulic model investigation (Waterways Experiment Station, 1981), also by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Navigation conditions at the upstream approach to Lock and Dam No. 3, Mississippi River : hydraulic model investigation (Waterways Experiment Station, 1979), also by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Navigation conditions in Alexandria Reach, Red River Navigation Project, Louisiana : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Navigation conditions, Suck Bend Reach, Chattahoochee River, Alabama and Georgia : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Bertrand K. Melton, John J. Franco, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Nawiliwili breakwater stability study, Nawiliwili Harbor, Kauai, Hawaii : hydraulic model investigation (US Army Corps of Engineers, Hydraulics Laboratory ;, 1983), also by Dennis G. Markle, C. Ray Herrington, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Numerical analysis of harbor resonance response in East Channel, Los Angeles : final report (The Station ;, 1981), also by Douglas G Outlaw, James R. Houston, and Port of Los Angeles (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): A numerical hindcast model for wave spectra on water bodies with irregular shoreline geometry. Report 2, Model verification with observed wave data (U.S. Waterways Experiment Station, 1978), also by Donald T. Resio, Charles L. Vincent, and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): A numerical model for tsunami inundation (U.S. Army Engineer Waterways Experiment Station, 1979), also by James R. Houston, H. Lee Butler, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Numerical modeling of explosion waves (The Station ;, 1983), also by James R. Houston, Lucia W. Chou, and United States. Defense Nuclear Agency (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Numerical simulation of the Coos Bay-South Slough complex (U.S. Army Engineer Waterways Experiment Station, 1978), also by H. Lee Butler and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Old river overbank structure outlet modifications : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station ;, 1980), also by Ronald R. Copeland, United States Army Corps of Engineers, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): An open-coast mathematical storm surge model with coastal flooding for Louisiana. report 1, theory and application (Waterways Experiment Station, 1978), also by John J. Wanstrath and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): An open-coast mathematical storm surge model with coastal flooding for Louisiana. report 2, program documentation (Waterways Experiment Station, 1978), also by John J. Wanstrath and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Optimal control of reservoir discharge quality through selective withdrawal : hydraulic laboratory investigation (The Station ;, 1982), also by Darrell G. Fontane, Bruce Loftis, John W. Labadie, United States. Army. Office of the Chief of Engineers, Colorado State University, and Environmental and Water Quality Operational Studies (U.S.) (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Outlet structure for Meramec Lake, Meramec River, Missouri : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Bobby P. Fletcher and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Outlet works for Cerrillos Dam, Cerrillos River, and Portugues Dam, Portugues River, Puerto Rico : hydraulic model investigation (Waterways Experiment Station, 1979), also by John F. George and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Pertinent data on spillway tainter gates for Corps of Engineers projects (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1972), also by Robert George Cox, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Planning of automated data acquisition and process control systems (ADACS) (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1980., 1980), also by Roger H. Multer, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Pointe Coupee pumping station siphon, upper Pointe Coupee Loope area, Louisiana : hydraulic model investigation (Waterways Experiment Station, 1982), also by Ronald R. Copeland and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Pointe Coupee Pumping Station sump and outlet structure, Upper Pointe Coupee Loop Area, Louisiana : hydraulic model investigation (Waterways Experiment Station, 1983), also by Ronald R. Copeland and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Poststorm reconnaissance of Tropical Storm Chris (U.S. Army Engineer Waterways Experiment Station ;, 1983), also by Thomas H Flor and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Practical riprap design (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1978., 1978), also by Stephen T. Maynord, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Prevention of shoaling at Little Lake Harbor, Michigan : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), also by William C. Seabergh, James W. McCoy, and United States. Army. Corps of Engineers. Detroit District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Prototype evaluation of sluiceway aeration system, Libby Dam, Kootenai River, Montana (U.S. Army Engineer Waterways Experiment Station ;, 1984), also by Richard G. McGee (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Prototype gate vibration tests, Barkley Dam, Cumberland River, Kentucky (Waterways Experiment Station, 1979), also by E. Dale Hart, John E. Hite, and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Pumping station for Teche-Vermilion Basins, Atchafalaya River, Louisiana : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1980), also by Peter E. Saunders, Bobby P. Fletcher, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Pumping stations, field performance investigation (U.S. Army Engineer Waterways Experiment Station, 1979), also by Bobby P. Fletcher and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): R.D. Bailey outlet works, Guyandot River, West Virginia : hydraulic model investigation (Waterways Experiment Station, 1984), also by John E. Hite (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Reaeration tests, Enid Lake outlet works (The Station ;, 1982), also by Charles H. Tate, Environmental and Water Quality Operational Studies (U.S.), and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Reflection characteristics of screen wave absorbers : hydraulic model investigation (Waterways Experiment Station, 1973), also by Garbis H. Keulegan and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Research report H (U.S. Army Engineer Waterways Experiment Station, 1968), also by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Riprap protection on navigable waterways (Waterways Experiment Station, 1984), also by Stephen T. Maynord (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Safe navigation speeds and clearance at lower sill, temporary Lock 52, Ohio River (Waterways Experiment Station, 1987), also by Stephen T. Maynord and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): San Diego Bay model study : hydraulic model investigation (Springfield, VA : National Technical Information Service, [1975], 1975), also by George M Fisackerly, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): San Lorenzo River sedimentation study : numerical model investigation (Waterways Experiment Station, 1986), also by Ronald R. Copeland and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Seabrook Lock Complex, Lake Pontchartrain, LA. : design for wave protection at lock entrance : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1980), also by Robert R. Bottin, Kent A. Turner, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Seabrook Lock Complex, Lake Pontchartrain, Louisiana : design for wave protection at a temporary entrance during various phases of lock construction : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1980), also by Robert R. Bottin and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Selective withdrawal riser for Sutton Dam, West Virginia : hydraulic model investigation (Waterways Experiment Station, 1980), also by John F. George, Charles H. Tate, Mark S. Dortch, and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Shoaling conditions in Lock and Dam 13 pool, Arkansas River (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1983., 1983), also by James E. Foster, James E. Glover, Charles Mark Noble, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Tulsa District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Sidewall forces on Richard B. Russell flip bucket spillway, Savannah River : hydraulic model investigation (Waterways Experiment Station, 1981), also by Bobby P. Fletcher and United States. Army. Corps of Engineers. Savannah District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Significant stresses of arrested saline wedges (U.S. Army Engineer Waterways Experiment Station ;, 1981), also by Garbis H. Keulegan and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Single-valve prototype tests, main lock, Locks and Dam 26, Mississippi River, Alton, Illinois (U.S. Army Engineer Waterways Experiment Station, 1978), also by E. Dale Hart and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Smithland Locks and Dam, Ohio River : Hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1983), also by John J. Franco, Thomas J. Pokrefke, United States. Army. Corps of Engineers. Louisville District, and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): South jetty stability study, Masonboro Inlet, North Carolina : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Robert D. Carver, Dennis G. Markle, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Wilmington District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Spillway velocity measurement and flip bucket trajectory, Raystown Dam, Juniata River, Pennsylvania (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1979., 1979), also by Timothy L. Fagerburg, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Summary report : model-prototype comparison study of dike systems, Mississippi River : potamology investigations (Waterways Experiment Station, 1982), also by John J. Franco and United States. Mississippi River Commission (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Supersaturation of nitrogen gas caused by artificial aeration in reservoirs (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1982., 1982), also by Arlo W. Fast, Robert G. Hulquist, U.S. Army Engineer Waterways Experiment Station, Environmental and Water Quality Operational Studies (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Technical report H (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1968), also by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Technical report Hydraulics Laboratory (Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station, 1979) (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Technical supplement to dredged material disposal study, US Navy Home Port, Everett, Washington (US Army Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory ;, 1987), also by Stephen A. Adamec, Michael J. Trawle, Allen M. Teeter, Billy H. Johnson, and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Tsunami predictions for Pacific coastal communities (Waterways Experiment Station, 1974), also by James R. Houston, Andrew W. Garcia, and United States. Federal Insurance Administration (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Tsunami response of Barbers Point Harbor, Hawaii (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1982., 1982), also by Paul D. Farrar, James R. Houston, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Tsunamis, seiches, and landslide-induced water waves (U.S. Army Engineer Waterways Experiment Station ;, 1979), also by James R. Houston, Geotechnical Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Two-dimensional modeling of alternative plans and impacts on the Atchafalaya Bay and Terrebonne Marshes (U.S. Army Engineer Waterways Experiment Station, 1992), also by Barbara P. Donnell, Joseph V. Letter, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Type 16 flood insurance study : Tsunami predictions for the west coast of the continental United States (U.S. Army Engineer Waterways Experiment Station, 1978), also by James R. Houston, Andrew W. Garcia, and United States. Federal Insurance Administration (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Type 19 flood insurance study : tsunami predictions for southern California (U.S. Army Engineer Waterways Experiment Station, 1980), also by James R. Houston and United States Federal Emergency Management Agency (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Typical Tennessee-Tombigbee canal section spillways, Spillways A and B : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Bobby P. Fletcher and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): User guide for LARM2 : a longitudinal-vertical, time-varying hydrodynamic reservoir model (U.S. Army Engineer Waterways Experiment Station, 1982), also by Edward M. Buchak, John Eric Edinger, Environmental and Water Quality Operational Studies (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Users̕ manual for the Evaluation and Sensitivity Analysis Program (ESAP) : final report (U.S. Army Engineer Waterways Experiment Station ;, 1981), also by Jeryl Mumpower, Lee Bollacker, U.S. Army Engineer Waterways Experiment Station, Environmental and Water Quality Operational Studies (U.S.), University of Colorado. Institute of Behavioral Science, and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): VAHM--a vertically averaged hydrodynamic model using boundary-fitted coordinates : final report (U.S. Army Engineer Waterways Experiment Station, 1980), also by Billy H. Johnson and United States. Assistant Secretary of the Army (R & D) (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Verification of the Chesapeake Bay model : Chesapeake Bay hydraulic model investigation (Waterways Experiment Station, 1981), also by Norman W. Scheffner, Mitchell A. Granat, A. Michael Chambers, David F. Bastian, Leroy G. Crosby, and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Virden Creek pumping station and gravity-flow outlet structure, Waterloo, Iowa : hydraulic model investigation (Waterways Experiment Station, 1981), also by Edward D. Rothwell and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Vortex problem at intake, Lower St. Anthony Falls Lock and Dam, Mississippi River, Minneapolis, Minnesota : hydraulic model investigation (Waterways Experiment Station, 1979), also by Jackson H. Ables and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Walnut Creek flood-control project, Contra Costa County, California : hydraulic model investigation (US Army Corps of Engineers, Hydraulics Laboratory ;, 1987), also by W. G. Davis and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Water quality optimization through selective withdrawal (The Station ;, 1983), also by Aubrey B. Poore, Bruce Loftis, United States. Army. Office of the Chief of Engineers, and Environmental and Water Quality Operational Studies (U.S.) (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Wave information study for U.S. coastlines : report 1 : surface pressure field reconstruction for wave hindcasting purposes (U.S. Army Engineer Waterways Experiment Station ;, 1980), also by William D. Corson, Charles L. Vincent, Donald T. Resio, and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulics Laboratory (U.S.): Wave stability study of riprap-filled cells : hydraulic model investigation (The Station ;, 1983), also by Dennis G Markle and United States Army Corps of Engineers (page images at HathiTrust)

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