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Hydraulic models

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• Engineering models
• Hydraulic structures
• Models and modelmaking

• Hydraulic models --
• Hydraulic models -- Arizona
• Hydraulic models -- Bibliography
• Hydraulic models -- Calibration
• Hydraulic models -- California
• Hydraulic models -- Data processing
• Hydraulic models -- Design and construction
• Hydraulic models -- Evaluation
• Hydraulic models -- Handbooks, manuals, etc.
• Hydraulic models -- Havasu Pumping Plant, Ariz
• Hydraulic models -- Indiana
• Hydraulic models -- Instruments
• Hydraulic models -- Mathematical models
• Hydraulic models -- North Carolina
• Hydraulic models -- Oregon
• Hydraulic models -- Thermodynamics
• Dams -- Models
• Hydraulic turbines -- Models
• Movable bed models (Hydraulic engineering)
• Design and construction -- Hydraulic models
• Mississippi Sound -- Hydraulic models
• Pumped storage power plants -- Columbia River -- Hydraulic models
• Stream measurements -- Hawaii -- Hydraulic models

• Models, Hydraulic

• Wave runup on a 1 on 10 slope (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Coastal Engineering Research Center ;, 1975), by John Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Coastal hydraulic models (Fort Belvoir, Virginia : U.S. Coastal Engineering Research Center, U.S. Army, Corps of Engineers, 1979., 1979), by Robert Y. Hudson, Lyndell Z. Hales, C. E. Chatham, Garbis H. Keulegan, Robert W. Whalin, Richard A. Sager, Frank A. Herrmann, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Embudo Arroyo hydraulic model studies (Engineering Experiment Station, New Mexico State University, 1960), by Frank Bromilow and John William Clark (page images at HathiTrust)
• Hydraulic model study of right auxiliary spillway at Stewart Mountain Dam (Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1986), by Kathleen Houston Frizell and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Hydraulic model studies : Yellowtail Afterbay Dam Sluiceway (Hydraulics Branch, Division of Research, Engineering and Research Center, 1982), by M. F. Young and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Hydraulic model study of Choke Canyon Dam spillway & stilling basin (Hydraulics Branch, Division of Research, Engineering and Research Center, 1982), by Robert L. George and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Hydraulic model study of the spillway for Ridgway Dam, Colorado (Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1986), by Perry L Johnson and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Upper St. Lawrence River hydraulic transient model (Great Lakes Environmental Research Laboratory, 1978), by Alan J. Potok and Great Lakes Environmental Research Laboratory (page images at HathiTrust)
• Hydraulic model investigations of lock filling and emptying systems. (Knoxville, 1947), by Tennessee Valley Authority. Water Control Planning Dept (page images at HathiTrust)
• Evaluation of present state of knowledge of factors affecting tidal hydraulics and related phenomena. (Waterways Experiment Station, 1950), by United States. Army. Corps of Engineers. Committee on Tidal Hydraulics (page images at HathiTrust)
• Hydraulic design optimization of the electrodialysis process (U.S. Dept. of the Interior, 1968), by United States. Office of Saline Water and Inc Process Research (page images at HathiTrust)
• Model studies of outfall systems for desalination plants : (part I--flume study) (U.S. Office of Saline Water ;, 1971), by F. M. Holly, J. L. Grace, United States. Office of Saline Water, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Technical memorandum (U.S. Waterways Experiment Station, in the 20th century) (page images at HathiTrust)
• Hydraulic models (New York, 1942), by American Society of Civil Engineers. Committee on Hydraulic Research and John Cyprian Stevens (page images at HathiTrust)
• Technical report on barriers : a part of the comprehensive survey of San Francisco Bay and tributaries, California (U.S. Army Engineer District, San Francisco, Corps of Engineers?], 1963), by United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Fluid models in geophysics. Proceedings. (U.S. Govt. Print. Off., 1956), by Symposium on the Use of Models in Geophysical Fluid Dynamics (1st : 1953 : Johns Hopkins University) and Robert R Long (page images at HathiTrust)
• Hydrodynamic models of tidal motions at sea (Research Dept., Technical Translation Section, Defense Mapping Agency Aerospace Center, 1975), by B. A. Kagan (page images at HathiTrust)
• Chesapeake Bay low freshwater inflow study (US Army Corps of Engineers, Baltimore District, 1984), by United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Water quality screening model framework for estuaries : preliminary application to Long Island Sound (Strategic Assessment Branch, Ocean Assessments Division, Office of Oceanography and Marine Assessment, National Ocean Service, National Oceanic and Atmospheric Administration, 1986), by United States. Ocean Assessments Division. Strategic Assessment Branch (page images at HathiTrust)
• Radial flow behavior of artificial recharge from surface cavities (Hydraulic Laboratory, University of California, 1963), by Daniel K. Sunada, David Keith Todd, and Berkeley. Hydraulic Laboratory University of California (page images at HathiTrust)
• A report on hydraulic model studies for the outlet works and spillway of the Keystone dam, on the North Platte river, near Ogallala, Nebraska to the Central Nebraska public power and irrigation district, Hastings Nebraska (Edwards brothers, 1937), by George Eric Barnes, Fred L. Plummer, and Central Nebraska Public Power and Irrigation District (Neb.) (page images at HathiTrust; US access only)
• FWQA dynamic estuary model : documentation report (U.S. G.P.O., 1970), by Kenneth D. Feigner, Howard Sully Harris, and United States. Federal Water Quality Administration (page images at HathiTrust)
• Laboratory tests on hydraulic models of roller gate stilling basins; final report. (U. S. Engineer Sub-Office, Hydraulic Laboratory, 1939), by United States Army Corps of Engineers (page images at HathiTrust)
• Laboratory tests on hydraulic models of submergible tainter gates; final report. (U. S. Engineer Sub-Office, Hydraulic Laboratory, 1939), by United States Army Corps of Engineers (page images at HathiTrust)
• Laboratory tests on hydraulic models of a submergible tainter lock gate for St. Anthony Falls lower lock, Mississippi River, Minneapolis, Minn.; final report. (U. S. Engineer Sub-Office, Hydraulic Laboratory, 1945), by United States Army Corps of Engineers (page images at HathiTrust)
• Beach profile change measured in the tank for large waves 1956- 1957 and 1962 (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Nicholas C. Kraus, Magnus Larson, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Jetty rehabilitation stability study, Yaquina Bay, Oregon (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Peter J. Grace, Willie G. Dubose, United States. Army. Corps of Engineers. Portland District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Report on Crosby Creek erosion studies by models of drop structures located at junction of Crosby Creek and Canisteo River, Hornell, N. Y. : tests (Hydraulic Laboratory, Cornell University, 1937), by Cornell University. Hydraulic Laboratory (page images at HathiTrust)
• Fish ladders for John Day Dam, Columbia River, Oregon and Washington : hydraulic model investigations (Army Engineer Division, North Pacific, 1968), by Richard L. Johnson, Louis Z. Perkins, and United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory (page images at HathiTrust)
• Old River Overbank Structure, Louisiana : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by John L. Grace, Edward D. Rothwell, Noel R. Oswalt, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Old River Low-Sill Control Structure : dynamic hydraulic forces acting on the stilling basin, survey boat safety, and debris passage; hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Muddy Creek grade control structures, Muddy Creek, Mississippi and Tennessee : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1988), by Charles H. Tate, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Old River Control Auxiliary Structure : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Bobby P. Fletcher, Potong Bhramayana, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Chesapeake Bay Hydraulic Model (The District, 1982), by United States. Army. Corps of Engineers. Baltimore District and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Westport Small-Boat Basin revision study : hydraulic model investigation : final report (U. S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1975), by Noble J. Brogdon (page images at HathiTrust)
• Criteria for use of ripple tanks : refraction scale effects (U. S. Army Engineer Waterways Experiment Station, 1974), by Robert W Whalin and H. Lee Butler (page images at HathiTrust)
• San Juan National Historic Site, San Juan, Puerto Rico, design for prevention of wave-induced erosion : hydraulic model investigation : final report (Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station ;, 1979), by Robert R. Bottin, United States. National Park Service. Southeast Regional Office, and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Newburyport Harbor, Massachusetts. Report 2, Design for hydrodynamics, salinity, and sedimentation : Hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1985), by Noble J. Brogdon, Douglas M. White, United States. Army. Corps of Engineers. New England Division, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Moose Creek Dam outlet works and diversion channel, Chena River Lakes Project, Alaska : hydraulic model investigation (US Army Corps of Engineers, Seattle District, 1984), by Washington United States. Army. Corps of Engineers. Seattle, United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory, and United States. Army. Corps of Engineers. Alaska District (page images at HathiTrust)
• Applegate Dam spillway and outlet works, Applegate River, Oregon : hydraulic model investigation (US Army Corps of Engineers, Seattle District, 1984), by M. M. Kubo, Washington United States. Army. Corps of Engineers. Seattle, United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Navigation channel improvement, Columbia River, Oregon and Washington, Longview to Kalama Reach, river miles 64 to 78 : hydraulic model investigation. (U.S. Army Corps of Engineers, Seattle District, 1984), by United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Navigation channel improvement, Columbia River, Oregon and Washington, Oak Point to Longview Reach, river miles 53 to 65 hydraulic model investigation. (U.S. Army Corps of Engineers, Seattle District, 1984), by United States. Army. Corps of Engineers. Portland District and United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory (page images at HathiTrust)
• Mississippi River passes physical model study, Report 2: shoaling and hydraulic investigations in Southwest Pass; hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1986), by Howard A. Benson, Robert A. Boland, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Selective withdrawal riser for Cave Run Lake (U.S. Army Engineer Waterways Experiment Station, 1986), by Stephen T. Maynord, Charles H. Tate, United States. Army. Corps of Engineers. Louisville District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• McGee Creek Pumping Station sump, Pike County, Illinois : hydraulic model investigation (Hydraulics Laboratory, Dept. of the Army, Waterways Experiment Station, Corps of Engineers ;, 1986), by Glenn R. Triplett, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Selection and design of a bore generator for the Hilo Harbor tsunami model : hydraulic model investigation (Waterways Experiment Station, 1965), by C. C. Shen, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Lake Darling Spillway, Souris River, North Dakota : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Deborah R. Cooper, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Old river overbank structure outlet modifications : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station ;, 1980), by Ronald R. Copeland, United States Army Corps of Engineers, United States. Army. Corps of Engineers. New Orleans District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Columbia River Estuary hybrid model studies : Report 1 : Verification of hybrid modeling of the Columbia River mouth (U.S. Army Engineer Waterways Experiment Station ;, 1983), by William H. McAnally, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Barkley Dam spillway tainter gate and emergency bulkheads, Cumberland River, Kentucky : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ; [, 1983), by John E. Hite, Glenn A. Pickering, and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Design for prevention of beach erosion at Presque Isle beaches, Erie, Pennsylvania (U.S. Army Engineer Waterways Experiment Station ;, 1983), by William C. Seabergh, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Smithland Locks and Dam, Ohio River : Hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1983), by John J. Franco, Thomas J. Pokrefke, Hydraulics Laboratory (U.S.), United States. Army. Corps of Engineers. Louisville District, and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Breakwater stability study, Mission Bay, California : Hydraulic model investigation (U.S. Army Engineer District, Los Angeles ;, 1983), by Dennis G. Markle and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• 21st Street Pumping Station, Bettendorf, Iowa : Hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1984), by Ronald R. Copeland, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)
• Physical model simulation of the hydraulics of Masonboro Inlet, North Carolina (Waterways Experiment Station ;, 1977), by Richard A. Sager, William C. Seabergh, Coastal Engineering Research Center (U.S.), and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Rock-lined transitions : hydraulic model investigation (The District, 1978), by Dave A. Barela and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Buhne Point, Humboldt Bay, California, design for the prevention of shoreline erosion : Hydraulic and numerical model investigations (U.S. Army Engineer Waterways Experiment Station ;, 1984), by Robert R. Bottin, Jeff A. Earickson, United States. Army. Corps of Engineers. San Francisco District, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Navigation conditions at Mitchell Lock and Dam, Coosa River, Alabama : hydraulic model investigation (Dept. of the Army, Waterways Experiment Station, Corps of Engineers ;, 1985), by Carolyn M. Myrick and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Dimensions for safe and efficient deep-draft navigation channels : Hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1984), by Herman O. Turner, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Navigation conditions in vicinity of Walter Bouldin Lock and Dam, Coosa River Project : hydraulic model investigation (Dept. of the Army, Waterways Experiment Station, Corps of Engineers ;, 1985), by Carolyn M. Myrick, John J. Franco, United States. Army. Corps of Engineers. Mobile District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Problem definition and modeling techniques for the study of Kaneohe Bay, Oahu, Hawaii : final report (Waterways Experiment Station, 1974), by William H. McAnally and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Reflection characteristics of screen wave absorbers : hydraulic model investigation (Waterways Experiment Station, 1973), by Garbis H. Keulegan, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Physical hydraulic models : assessment of predictive capabilities : report 2, movable-bed model of Galveston Harbor entrance (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory ;, 1977), by Joseph V. Letter, William H. McAnally, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Air-water analogy and the study of hydraulic models (National Advisory Committee for Aeronautics, 1953), by Giulio Supino and United States National Advisory Committee for Aeronautics (page images at HathiTrust)
• Mathematical simulation of the turbidity structure within an impoundment : hydraulic laboratory investigation (Waterways Experiment Station, 1973), by Darrell G. Fontane, John L. Grace, Joseph P. Bohan, Waterways Experiment Station (U.S.). Hydraulics Laboratory, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Practical application of experimental hydraulics (Waterways Experiment Station, 1947), by Waterways Experiment Station (U.S.) and United States. Mississippi River Commission (page images at HathiTrust)
• Empirical verification of transference equations in laboratory study of breakwater stability (Waterways Experiment Station, 1948), by Waterways Experiment Station (U.S.) and United States. Mississippi River Commission (page images at HathiTrust)
• Laboratory research applied to the hydraulic design of large dams (Waterways Experiment Station, 1948), by Waterways Experiment Station (U.S.) and United States. Mississippi River Commission (page images at HathiTrust)
• Hydraulic models as an aid to the development of design criteria. (Waterways Experiment Station, 1951), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Matthes on roughness coefficients. (Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Rifling in dredge pipe lines. (Waterways Experiment Station, 1939), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Structure studies. (Waterways Experiment Station, 1939), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of an outer bar. (Waterways Experiment Station, 1939), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Descriptions of structures. (Waterways Experiment Station, 1939), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model confirmation, Grand Tower, Mississippi River. (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model and prototype comparison. (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Principles of similitude for wave action. (Waterways Experiment Station, 1941), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Mississippi River flood-control model. (Waterways Experiment Station, 1942), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: adequacy of submerged rock weirs to withstand propeller wash, St. Clair River, Michigan (Waterways Experiment Station, 1966), by John L. Grace (page images at HathiTrust)
• Old River Control Structure, sediment diversion : hydraulic model investigation (U.S. Waterways Experiment Station, 1954), by Waterways Experiment Station (U.S.) and United States. Mississippi River Commission (page images at HathiTrust)
• Hydraulic model investigation: shoaling in downstream navigation entrance to Chain of Rocks Canal, Mississippi River (Waterways Experiment Station, 1955), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Spillway for Gavins Point Dam, Missouri River, Nebraska : hydraulic model investigation (U.S. Waterways Experiment Station, 1955), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Hydraulic model investigation: preservation and enhancement of Niagara Falls (Waterways Experiment Station, 1955), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Plans for the improvement of Grays Harbor and Point Chehalis, Washington : hydraulic model investigation (U.S. Waterways Experiment Station, 1955), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Model study of plans for elimination of shoaling in the Delaware River entrance to the Chesapeake and Delaware Canal. (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of channel improvements at Outer Bar, Lake of Maracaibo, Venezuela (Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of the spillway for the Wappapello Dam (Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of the spillway for the Great Salt Plains Dam (Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of the spillway for the Santee River Dam. (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Flood control project, Hoosic River, Adams, Massachusetts : report no. 2 : model investigation of phase II of improvement works (Waterways Experiment Station, 1957), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. New York District (page images at HathiTrust)
• Hydraulic model investigation: plans for the improvement of the St. Johns River, Jacksonville to the Atlantic Ocean (Waterways Experiment Station, 1947), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Plans for reduction of shoaling in Raritan River, New Jersey : model investigation. (U.S. Waterways Experiment Station, 1952), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. New York District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Belton Dam, Leon River, Texas (Waterways Experiment Station, 1953), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Fort Worth District (page images at HathiTrust)
• Hydraulic model investigation: spillway and outlet works, Townshend Dam and Reservoir, West River, Vermont (Army Engineer Waterways Experiment Station, 1959), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: filling and emptying characteristics of Calumet River Lock, Calumet-Sag Project, Illinois (Army Engineer Waterways Experiment Station, 1959), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Greenup Locks and Dam, Ohio River (Waterways Experiment Station, 1958), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Markland Locks and Dam, Ohio River (Waterways Experiment Station, 1957), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: Old River low-sill control structure, downpull forces on vertical-lift gates (Waterways Experiment Station, 1956), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: wave run-up and overtopping levee sections, Lake Okeechobee, Florida (Waterways Experiment Station, 1957), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: flood-control project for Northwest Branch, Anacostia River, District of Columbia and Maryland (Waterways Experiment Station, 1956), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Washington District (page images at HathiTrust)
• Hydraulic model investigation: Blackstone River flood-control project at Woonsocket, Rhode Island (Waterways Experiment Station, 1957), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: spillway for typical low-head navigation dam, Arkansas River, Arkansas: Appendix A, gate sills and stilling basins for Locks and Dams Nos. 5 and 7. (Waterways Experiment Station, 1965), by Reid S. Cummins, John L. Grace, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Oahe Dam, Missouri River, South Dakota (Waterways Experiment Station, 1964), by Edwin S. Melsheimer, Allen D. Rooke, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Hydraulic model investigation: protection of Narragansett Bay from hurricane surges (Waterways Experiment Station, 1964), by H. B. Simmons, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Hydraulic model investigation: discharge characteristics of hurricane barriers, Wareham-Marion, Massachusetts (Waterways Experiment Station, 1964), by Ernest C. McNair, John L. Grace, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Hydraulic model investigation: spillway modifications, Miraflores Dam, Panama Canal Zone (Waterways Experiment Station, 1965), by Thomas E. Murphy, Reid S. Cummins, Waterways Experiment Station (U.S.), and Panama Canal Company (page images at HathiTrust)
• Hydraulic model investigation: wave action and breakwater location, Half Moon Bay Harbor, Half Moon Bay, California (Waterways Experiment Station, 1965), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Hydraulic model investigation: selection of optimum plan for reduction of wave action in Marina del Rey, Venice, California (Army Engineer Waterways Experiment Station, 1965), by Charles W. Brasfeild, J. W. Ball, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Maxwell Locks and Dam, Monongahela River (Waterways Experiment Station, 1965), by John J. Franco, Cody D. McKellar, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Hydraulic model investigation: steady-flow stability tests of navigation opening structures, Hilo Harbor tsunami barrier, Hilo, Hawaii (Waterways Experiment Station, 1966), by Noel R. Oswalt, M. B. Boyd, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Belleville Locks and Dam, Ohio River (Waterways Experiment Station, 1966), by John J. Franco, Louis J. Shows, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Locks and Dam No. 4, Monongahela River, Pennsylvania (Waterways Experiment Station, 1966), by John J. Franco, Cody D. McKellar, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Hydraulic model investigation: spillway, Hannibal Locks and Dam, Ohio River, Ohio and West Virginia (Waterways Experiment Station, 1966), by Glenn A. Pickering, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Hydraulic model investigation: reduction of shoaling in Charleston Harbor and navigation improvement of Cooper River, South Carolina (Waterways Experiment Station, 1966), by William H. Bobb, H. B. Simmons, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)
• Hydraulic model investigation: oulet works, Shelbyville Dam, Kaskaskia River, Illinois (Waterways Experiment Station, 1966), by D. R. Bucci, John L. Grace, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulic model investigation: design for optimum wave conditions, Dana Point Harbor, Dana Point, California (Waterways Experiment Station, 1966), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulic model investigation: designs for rubble-mound breakwaters, Dana Point Harbor, California (Waterways Experiment Station, 1966), by Yin Ben Dai, R. A. Jackson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulic model investigation: stability of seawall, Texas City, Texas (Waterways Experiment Station, 1966), by R. A. Jackson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Galveston District (page images at HathiTrust)
• Hydraulic model investigation: drop structure for Walnut Creek project, Walnut Creek, California (Army Engineer Waterways Experiment Station, 1966), by Glenn A. Pickering, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Resistance coefficients for structural plate corrugated pipe : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1966), by John L. Grace (page images at HathiTrust)
• Hydraulic model investigation: Matagorda Ship Channel model study, Matagorda Bay, Texas (Waterways Experiment Station, 1966), by H. B. Simmons, Henry J. Rhodes, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Galveston District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Cannelton Lock and Dam, Ohio River, Kentucky and Indiana (Waterways Experiment Station, 1965), by Glenn A. Pickering, John L. Grace, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Hydraulic model investigation: drop structure, Cayuga Inlet, Cayuga Lake, New York (Waterways Experiment Station, 1965), by Edwin S. Melsheimer, Thomas E. Murphy, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Hydraulic model investigation: model study of Bessie Cutoff, Mississippi River (Waterways Experiment Station, 1965), by John J. Franco, James E. Glover, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Memphis District (page images at HathiTrust)
• Hydraulic model investigation: selection of optimum plan for improvements in Nassau Harbor, New Providence, Bahamas (Waterways Experiment Station, 1965), by Charles W. Brasfeild, Waterways Experiment Station (U.S.), and Bahamas. Ministry for Maritime Affairs (page images at HathiTrust)
• Hydraulic model investigation: lock filling and emptying system, Holt Lock and Dam, Warrior River, Alabama (Waterways Experiment Station, 1965), by Thomas E. Murphy, Jackson H. Ables, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Hydraulic model investigation: outlet works, Cochiti Dam, Rio Grande, New Mexico (Waterways Experiment Station, 1965), by Thomas E. Murphy, D. R. Bucci, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Albuquerque District (page images at HathiTrust)
• Hydraulic model investigation: U.S. Navy ship mooring facility, west coast of Point Loma, San Diego, California (Waterways Experiment Station, 1965), by Charles W. Brasfeild, C. E. Chatham, Waterways Experiment Station (U.S.), and United States. Bureau of Yards and Docks (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Lock and Dam No. 9, Arkansas River (Waterways Experiment Station, 1968), by John J. Franco, Louis J. Shows, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Hydraulic model investigation: spillway for West Point Dam, Chattahoochee River, Alabama and Georgia (Army Engineer Waterways Experiment Station, 1968), by Edwin S. Melsheimer, John L. Grace, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Savannah District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Kaysinger Bluff Dam, Osage River, Missouri (Army Engineer Waterways Experiment Station, 1968), by Glenn A. Pickering, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Hydraulic model investigation: stability of rubble-mound tsunami barrier, Hilo Harbor, Hawaii (Waterways Experiment Station, 1967), by A. M. Kamel, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Hydraulic model investigation: Arkansas River navigation entrance (Waterways Experiment Station, 1967), by John J. Franco, James E. Foster, Louis J. Shows, Waterways Experiment Station (U.S.), United States. Army. Corps of Engineers. Vicksburg District, and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Hannibal Locks and Dam, Ohio River, Ohio and West Virginia (Army Engineer Waterways Experiment Station, 1967), by John J. Franco, James E. Glover, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Hydraulic model investigation: wave action and breakwater location, Noya Harbor, California (Waterways Experiment Station, 1967), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Hydraulic model investigation: expansion of Santa Barbara Harbor, California (Army Engineer Waterways Experiment Station, 1967), by Charles W. Brasfeild, J. W. Ball, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulic model investigation: expansion and revision of Kawaihae Harbor, Hawaii (Waterways Experiment Station, 1967), by Charles W. Brasfeild, C. E. Chatham, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Hydraulic model investigation: modernization of filling and emptying system, existing McAlpine Lock (old No. 41), Ohio River, Louisville, Kentucky (Army Engineer Waterways Experiment Station, 1967), by Jackson H. Ables, Thomas E. Murphy, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Hydraulic model investigation: control structure, Little Sioux River, Iowa (Army Engineer Waterways Experiment Station, 1967), by Thomas E. Murphy, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Hydraulic model investigation: Turtle Creek, Pennsylvania, channel improvement (Waterways Experiment Station, 1967), by James E. Glover, John J. Franco, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Hydraulic model investigation: stability of proposed breakwater, Burns Waterway Harbor, Indiana (Army Engineer Waterways Experiment Station, 1967), by R. A. Jackson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Hydraulic model investigation: Magic Island Complex, including Kewalo Basin and Ala Wai Boat Harbor, Honolulu, Oahu, Hawaii (Army Engineer Waterways Experiment Station, 1967), by Charles W. Brasfeild, C. E. Chatham, Waterways Experiment Station (U.S.), United States. Army. Corps of Engineers. Honolulu District, Hawaii. Department of Transportation, and Hawaii. Board of Land and Natural Resources (page images at HathiTrust)
• Hydraulic model investigation: outlet structure for Eau Galle Reservoir, Eau Galle River, Wisconsin (Army Engineer Waterways Experiment Station, 1967), by Edwin S. Melsheimer, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Millers Ferry Lock and Dam, Alabama River, Alabama (Army Engineer Waterways Experiment Station, 1967), by John J. Franco, Louis J. Shows, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Hydraulic model investigation: Willow Springs and Sag Junction Diversions, Chicago Sanitary and Ship Canal, Illinois (Waterways Experiment Station, 1967), by Thomas E. Murphy, Waterways Experiment Station (U.S.), and Metropolitan Sanitary District of Greater Chicago (page images at HathiTrust)
• Hydraulic model investigation: effects of hurricane barrier on navigation conditions in East Passage, Narragansett Bay, Rhode Island (Waterways Experiment Station, 1967), by John G. Housley, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Model study of hopper dredge dragheads; hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1967), by John J. Franco (page images at HathiTrust; US access only)
• Hydraulic model investigation: navigation conditions at Columbia Lock and Dam, Ouachita River, Louisiana (Waterways Experiment Station, 1967), by John J. Franco, Louis J. Shows, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Hydraulic model investigation: drop structure for Gering Valley project, Scottsbluff County, Nebraska (Army Engineer Waterways Experiment Station, 1967), by Thomas E. Murphy, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Hydraulic model investigation: selection of optimum alignment, length, and height of breakwaters, New Buffalo Harbor, Michigan (Waterways Experiment Station, 1967), by Yin Ben Dai, H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Hydraulic model investigation: spillway and navigation conditions, Holt Lock and Dam, Warrior River, Alabama (Waterways Experiment Station, 1966), by Edwin S. Melsheimer, Thomas E. Murphy, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Lock and Dam No. 4, Arkansas River (Waterways Experiment Station, 1966), by John J. Franco, Cody D. McKellar, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at McAlpine Locks and Dam, Ohio River (Waterways Experiment Station, 1966), by John J. Franco, Cody D. McKellar, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Hydraulic model investigation: Fremont drop structure and friction channel, Sandusky River, Ohio (Waterways Experiment Station, 1966), by Edwin S. Melsheimer, John L. Grace, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Amistad Dam, Rio Grande, Mexico and United States (Waterways Experiment Station, 1964), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: stability of riprap and discharge characteristics, overflow embankments, Arkansas River, Arkansas (Waterways Experiment Station, 1964), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: spillway for Proctor Dam, Leon River, Texas (Waterways Experiment Station, 1964), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: designs for rubble-mound breakwater repair, Kahului Harbor, Maui, Hawaii (Waterways Experiment Station, 1964), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: spillway for Millers Ferry Lock and Dam, Alabama River, Alabama (Waterways Experiment Station, 1964), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Navigation and sedimentation conditions at typical lock and dam, Arkansas River, Arkansas and Oklahoma; hydraulic model investigation. (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: detached breakwater and improved navigation entrance, Lorain Harbor, Lorain, Ohio (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: stability of south jetty, Siuslaw River, Oregon (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: typical spillway structure for central and southern Florida water-control project (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: effects on Lake Pontchartrain, La. of hurricane surge control structures and Mississippi River-Gulf outlet channel (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: spillway and sluices, Allegheny Dam, Allegheny River, Pennsylvania and New York (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: spillway for Big Bend Dam, Missouri River, South Dakota (Army Engineer Waterways Experiment Station, 1962), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: development and maintenance of navigation channel, Arkansas River, Arkansas and Oklahoma (Army Engineer Waterways Experiment Station, 1962), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Spillway for John Redmond Dam, Grand (Neosho) River, Kansas: hydraulic model investigation. (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1962), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: wave action and breakwater location, Superior Entry, Duluth-Superior Harbor, Superior, Wisconsin (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Improvement of navigation conditions, Conneaut Harbor Ohio; hydraulic model investigation. (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: spillway and sluices, Red Rock Dam, Des Moines River, Iowa (Army Engineer Waterways Experiment Station, 1965), by D. R. Bucci, Thomas E. Murphy, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)
• Hydraulic model investigation: filling and emptying system, Jonesville Lock, Ouachita-Black Rivers, Louisiana (Waterways Experiment Station, 1965), by Noel R. Oswalt, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Stockton Dam, Sac River, Missouri (Waterways Experiment Station, 1965), by Edwin S. Melsheimer, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Hydraulic model investigation: outlet works, DeGray Dam, Caddo River, Arkansas (Waterways Experiment Station, 1965), by D. R. Bucci, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Prototype hawser-force measurements, Jackson Lock, Tombigbee River, Alabama (Waterways Experiment Station, 1965), by J. V. Dawsey, W. C. Blanton, C. J. Huval, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Belleville Locks and Dam, Ohio River, Ohio and West Virginia (Waterways Experiment Station, 1965), by Glenn A. Pickering, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Hydraulic model investigation: plans for reducing shoaling, Southwest Pass, Mississippi River (Waterways Experiment Station, 1965), by H. B. Simmons, Henry J. Rhodes, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulic model investigation: tests of structure orientation, spillway, and lock emergency gate, Barkley Lock and Dam, Cumberland River, Kentucky (Waterways Experiment Station, 1965), by Thomas E. Murphy, Reid S. Cummins, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Hydraulic model investigation: limiting heights of breaking and nonbreaking waves on rubble-mound breakwaters (Waterways Experiment Station, 1968), by R. A. Jackson (page images at HathiTrust)
• Hydraulic model investigation: effect of valve position in a sidewall port filling system, Newburgh Lock, Ohio River (Waterways Experiment Station, 1968), by James O. Farrell and Jackson H. Ables (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Robert S. Kerr Lock and Dam, Arkansas River (Waterways Experiment Station, 1968), by John J. Franco and James E. Glover (page images at HathiTrust)
• Hydraulic model investigation: design for optimum wave conditions, Crescent City Harbor, Crescent City, California (Waterways Experiment Station, 1968), by Paul K. Senter and Charles W. Brasfeild (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions in Fort Smith reach, Arkansas River (Waterways Experiment Station, 1968), by John J. Franco and Louis J. Shows (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Lock and Dam No. 3, Arkansas River, Arkansas and Oklahoma (Waterways Experiment Station, 1968), by John J. Franco and Cody D. McKellar (page images at HathiTrust)
• Hydraulic model investigation: wave and surge conditions after proposed expansion of Monterey Harbor, Monterey, California (Waterways Experiment Station, 1968), by C. E. Chatham (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Ozark Lock and Dam, Arkansas River (Waterways Experiment Station, 1968), by John J. Franco and Cody D. McKellar (page images at HathiTrust)
• Hydraulic model investigation: Kaskaskia River navigation project, Illinois (Waterways Experiment Station, 1969), by John J. Franco and Cody D. McKellar (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Lock and Dam No. 7, Arkansas River (Waterways Experiment Station, 1969), by John J. Franco and Cody D. McKellar (page images at HathiTrust)
• Hydraulic model investigation: Ansonia-Derby local protection project, Naugatuck and Housatonic Rivers, Connecticut (Waterways Experiment Station, 1969), by Glenn A. Pickering and Thomas E. Murphy (page images at HathiTrust)
• Hydraulic model investigation: design for expansion of Port San Luis, California (Waterways Experiment Station, 1969), by C. E. Chatham and Charles W. Brasfeild (page images at HathiTrust)
• Hydraulic model investigation: spillway for Rend Lake Reservoir, Big Muddy River, Illinois (Waterways Experiment Station, 1969), by Bobby P. Fletcher and John L. Grace (page images at HathiTrust)
• Wave action in Mission Bay Harbor, California : hydraulic model investigation (Waterways Experiment Station, 1969), by J. W. Ball, Charles W. Brasfeild, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Theoretics in design of the proposed Crescent City Harbor tsunami model (Waterways Experiment Station, 1969), by Garbis H. Keulegan, Michael J. Mathews, and John Harrison (page images at HathiTrust)
• Hydraulic model investigation: Galveston Bay hurricane surge study, report 2, effects of proposed barriers on tides, currents, salinities, and dye dispersion for normal tide conditions (Waterways Experiment Station, 1970), by William H. Bobb and Robert A. Boland (page images at HathiTrust)
• Hydraulic model investigation: Galveston Bay hurricane surge study, report 3, effects of plan 2 Alpha and plan 2 Gamma barriers on tides, currents, salinities, and dye dispersion for normal tide conditions (Waterways Experiment Station, 1970), by William H. Bobb and Robert A. Boland (page images at HathiTrust)
• Hydraulic model investigation: Galveston Bay hurricane surge study, report 1, effects of proposed barriers on hurricane surge heights, appendix A, calibration tests (Waterways Experiment Station, 1973), by Richard Allan Sager and Ernest Clark McNair (page images at HathiTrust)
• Hydraulic model investigation: Galveston Bay hurricane surge study, report 2, effects of prpopsed barriers on tides, currents, salinities, and dye dispersion for normal tide conditions, appendix B, calibration tests (Waterways Experiment Station, 1973), by Richard Allan Sager and Ernest Clark McNair (page images at HathiTrust)
• Hydraulic model investigation: Webbers Falls Lock and Dam, Arkansas River navigation project (Waterways Experiment Station, 1969), by John J. Franco and James E. Glover (page images at HathiTrust)
• Hydraulic model investigation: Galveston Bay hurricane surge study, report 1, effects of proposed barriers on hurricane surge heights (Waterways Experiment Station, 1969), by Noble J. Brogdon (page images at HathiTrust)
• Hydraulic model investigation: low-water weirs on Boeuf and Tensas Rivers, Bayou Macon, and Big and Colewa Creeks, Arkansas and Louisiana (Waterways Experiment Station, 1969), by Jackson H. Ables and M. B. Boyd (page images at HathiTrust)
• Hydraulic model investigation: outlet works for New Hope Reservoir, Cape Fear River Basin, North Carolina (Waterways Experiment Station, 1969), by Edwin S. Melsheimer and Noel R. Oswalt (page images at HathiTrust)
• Hydraulic model investigation: spillway for Hugo Dam, Kiamichi River, Oklahoma (Waterways Experiment Station, 1969), by Bobby P. Fletcher and John L. Grace (page images at HathiTrust)
• Hydraulic model investigation: channel improvement, Fire Island Inlet, New York (Waterways Experiment Station, 1969), by William H. Bobb and Robert A. Boland (page images at HathiTrust)
• Hydraulic model investigation: Jones Bluff Lock and Dam, Alabama River navigation project (Waterways Experiment Station, 1969), by John J. Franco, Bertrand K. Melton, and James E. Glover (page images at HathiTrust)
• Hydraulic model investigation: outlet works for Beltzville Dam, Pohopoco Creek, Pennsylvania (Waterways Experiment Station, 1969), by Edwin S. Melsheimer (page images at HathiTrust)
• Hydraulic model investigation: outlet works for Branched Oak and Cottonwood Springs Dams, Oak Creek, Nebraska, and Cottonwood Springs Creek, South Dakota (Waterways Experiment Station, 1972), by John L. Grace (page images at HathiTrust)
• Hydraulic model investigation : Grays Harbor Estuary, Washington, report 1, verifiation and base tests (U.S. Waterways Experiment Station, 1972), by Noble J. Brogdon and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust; US access only)
• Hydraulic model investigation : Grays Harbor Estuary, Washington, report 2, North Jetty Study (U.S. Waterways Experiment Station, 1972), by Noble J. Brogdon and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust; US access only)
• Hydraulic model investigation : Grays Harbor Estuary, Washington, report 3, Westport Small-Boat Basin Study (U.S. Waterways Experiment Station, 1972), by Noble J. Brogdon and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust; US access only)
• Hydraulic model investigation: navigation conditions in the Little Rock reach, Arkansas River (Waterways Experiment Station, 1972), by John J. Franco and Louis J. Shows (page images at HathiTrust)
• Hydraulic model investigation: effects of submerged sills in the St. Clair River (Waterways Experiment Station, 1972), by John J. Franco and James E. Glover (page images at HathiTrust)
• Hydraulic model investigation: plans for reduction of shoaling in Brunswick Harbor and Jekyll Creek, Georgia (Waterways Experiment Station, 1972), by Frank A. Herrmann and Irby C. Tallant (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions and filling and emptying system, New Bankhead Lock, Black Warrior River, Alabama (Waterways Experiment Station, 1972), by Noel R. Oswalt, Thomas E. Murphy, and Jackson H. Ables (page images at HathiTrust)
• Hydraulic model investigation: shoaling conditions, St. Louis Harbor, Mississippi River (Waterways Experiment Station, 1972), by John J. Franco (page images at HathiTrust)
• Hydraulic model investigation: navigation channel improvement, Gastineau Channel, Alaska (Waterways Experiment Station, 1972), by Frank A. Herrmann (page images at HathiTrust)
• Hydraulic model investigation: water temperature control weir for Meramec Park Dam, Meramec River, Missouri (Waterways Experiment Station, 1970), by Joseph P. Bohan (page images at HathiTrust)
• Hydraulic model investigation: operating forces on sector gates under reverse heads (Waterways Experiment Station, 1970), by Noel R. Oswalt (page images at HathiTrust)
• Hydraulic model investigation: operating forces on sector gates under reverse heads, appendix A, results of supplemental tests (Waterways Experiment Station, 1971), by Noel R. Oswalt (page images at HathiTrust)
• Hydraulic model investigation: spillway for Alum Creek Dam, Alum Creek, Ohio (Waterways Experiment Station, 1970), by Glenn A. Pickering (page images at HathiTrust)
• Hydraulic model investigation: wave action and breakwater location, Vermilion Harbor, Ohio (Waterways Experiment Station, 1970), by Charles W. Brasfeild (page images at HathiTrust)
• Estuary entrance, Umpqua River, Oregon : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1970), by G. M. Fisackerly (page images at HathiTrust)
• Hydraulic model investigation: spillway and outlet works, Rowelsburg, Dam, Cheat River, West Virginia (Waterways Experiment Station, 1970), by Jackson H. Ables and M. B. Boyd (page images at HathiTrust)
• Hydraulic model investigation: spillway for Oakley Dam, Sangamon River, Illinois, appendix A, type 2 (revised) spillway (Waterways Experiment Station, 1972), by Edwin S. Melsheimer (page images at HathiTrust)
• Hydraulic model investigation: Lock and Dam No. 13, Arkansas River navigation project (Waterways Experiment Station, 1970), by John J. Franco and Louis J. Shows (page images at HathiTrust)
• Hydraulic model investigation: spillway for Copan Dam, Little Caney River, Oklahoma (Waterways Experiment Station, 1970), by Bobby P. Fletcher (page images at HathiTrust)
• Hydraulic model investigation: spillway and outlet works, Tocks Island Dam, Delaware River, Pennsylvania, New Jersey, and New York (Waterways Experiment Station, 1970), by Edwin S. Melsheimer (page images at HathiTrust)
• Hydraulic model investigation: design for flood control and wave protection, Chagrin River, Eastlake, Ohio (Waterways Experiment Station ;, 1970), by C. E. Chatham, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Development of navigation at lock and dam no. 17, Arkansas River project; hydraulic model investigation (Vicksburg, Miss., 1970), by John J. Franco, Bertrand K. Melton, and James E. Glover (page images at HathiTrust)
• Hydraulic model investigation: spillway for Oakley Dam, Sangamon River, Illinois (Waterways Experiment Station, 1970), by Edwin S. Melsheimer (page images at HathiTrust)
• Hydraulic model investigation: spillway for Kaw Dam, Arkansas River, Oklahoma (Waterways Experiment Station, 1970), by Bobby P. Fletcher and John L. Grace (page images at HathiTrust)
• Hydraulic model investigation: gated spillway for Raystown Reservoir, Juniata River, Pennsylvania (Waterways Experiment Station, 1970), by Noel R. Oswalt and Thomas E. Murphy (page images at HathiTrust)
• Hydraulic model investigation: spillway for Clarence Cannon Reservoir, Salt River, Missouri (Waterways Experiment Station, 1971), by Bobby P. Fletcher (page images at HathiTrust)
• Hydraulic model investigation: proposed jetty-head repair sections, Humboldt Bay, California (Waterways Experiment Station, 1971), by D. Donald Davidson (page images at HathiTrust)
• Design of proposed Crescent City Harbor, California, tsunami model : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1971), by Paul K. Senter and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Hydraulic model investigation: wave transmission and mooring force tests of floating breakwater, Oak Harbor, Washington (Waterways Experiment Station, 1971), by D. Donald Davidson (page images at HathiTrust)
• Hydraulic model investigation: spillway gate vibrations on Arkansas River dams, Arkansas and Oklahoma (Waterways Experiment Station, 1971), by Glenn A. Pickering (page images at HathiTrust)
• Hydraulic model investigation: channel conditions, Devil's Island reach, Mississippi River, Missouri and Illinois (Waterways Experiment Station, 1973), by John J. Franco and Cody D. McKellar (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at confluence of Arkansas, Verdigris, and Grand Rivers (Waterways Experiment Station, 1973), by John J. Franco and Cody D. McKellar (page images at HathiTrust)
• Hydraulic model investigation: outlet works, Warm Springs Dam, Dry Creek, Russian River basin, Sonoma County, California (Waterways Experiment Station, 1973), by Jackson H. Ables and Glenn A. Pickering (page images at HathiTrust)
• Hydraulic model investigation: outlet works stilling basin for Tallahala Dam, Tallahala Creek, Mississippi (Waterways Experiment Station, 1973), by Noel R. Oswalt (page images at HathiTrust)
• Hydraulic model investigation: outlet works stilling basins, Clinton and Fort Scott Dams, Wakarusa and Marmaton Rivers, Kansas (Waterways Experiment Station, 1973), by Edwin S. Melsheimer (page images at HathiTrust)
• Hydraulic model investigation: model study of Trotters Shoals spillway (Waterways Experiment Station, 1973), by Bobby P. Fletcher and John L. Grace (page images at HathiTrust)
• Hydraulic model investigation: study of beach widening by the perched beach concept, Santa Monica Bay, California (Waterways Experiment Station, 1973), by C. E. Chatham, Robert W. Whalin, and D. Donald Davidson (page images at HathiTrust)
• Hydraulic model investigation: Lock and Dam No. 8, Arkansas River navigation project (Waterways Experiment Station, 1973), by John J. Franco and Cody D. McKellar (page images at HathiTrust)
• Hydraulic model investigation: energy dissipator for Santa Paula Creek, Santa Clara River, California (Waterways Experiment Station, 1973), by Jackson H. Ables (page images at HathiTrust)
• Hydraulic model investigation: Houston Ship Channel, Galveston Bay, Texas, hydraulic and salinity verification (Waterways Experiment Station, 1973), by William H. Bobb, Allen J. Banchetti, and Robert A. Boland (page images at HathiTrust)
• Hydraulic model investigation: wave action and breakwater design, Hamlin Beach Harbor, New York (Waterways Experiment Station, 1973), by Charles W. Brasfeild (page images at HathiTrust)
• Selective withdrawal from Beech Fork Lake, Beech Fork River, West Virginia : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1973), by Terence L. Gloriod, Joseph P. Bohan, and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Lock and Dam 26, Mississippi River, Missouri and Illinois (Waterways Experiment Station, 1973), by Noel R. Oswalt and Glenn A. Pickering (page images at HathiTrust)
• Hydraulic and mathematical model investigation: enlargement of the Chesapeake and Delaware Canal (Waterways Experiment Station, 1973), by M. B. Boyd (page images at HathiTrust)
• Hydraulic model investigation: outlet works for Site 16, Papillion Creek and tributaries, Nebraska (Waterways Experiment Station, 1973), by Bobby P. Fletcher (page images at HathiTrust)
• Hydraulic model investigation: navigation channel improvements, Barnegat Inlet, New Jersey (Waterways Experiment Station, 1974), by Richard Allan Sager and Noel W. Hollyfield (page images at HathiTrust)
• Hydraulic model investigation: South Ellenville flood control project, Rondout Creek basin, New York (Waterways Experiment Station, 1974), by Edwin S. Melsheimer (page images at HathiTrust)
• Hydraulic model investigation: remedial plans for prevention of harbor shoaling, Port Orford, Oregon (Waterways Experiment Station, 1974), by Michael L. Giles and C. E. Chatham (page images at HathiTrust)
• Hydraulic model investigation: Van Buren reach, Arkansas River navigation project (Waterways Experiment Station, 1974), by Louis J. Shows and John J. Franco (page images at HathiTrust)
• Practical guidance for design of lined channel expansions at culvert outlets : hydraulic model investigation (U.S. Army Engineers Waterways Experiment Station, 1974), by Bobby P. Fletcher, John Linson Grace, U.S. Army Engineer Waterways Experiment Station, United States Federal Highway Administration, and Louisiana. Department of Highways (page images at HathiTrust)
• Hydraulic model investigation: spillway for Aliceville Lock and Dam, Tombigbee River, Alabama (Waterways Experiment Station, 1974), by Noel R. Oswalt (page images at HathiTrust)
• Hydraulic model investigation: spillway for Columbus Lock and Dam, Tombigbee River, Alabama (Waterways Experiment Station, 1974), by Noel R. Oswalt and Glenn A. Pickering (page images at HathiTrust)
• Hydraulic model investigation: Richard B. Russell Lake water quality investigation (Waterways Experiment Station, 1974), by Darrell G. Fontane and Joseph P. Bohan (page images at HathiTrust)
• Potential landslide-generated water waves, Libby Dam and Lake Koocanusa, Montana : hydraulic model investigation : final report (Waterways Experiment Station, 1974), by D. Donald Davidson and Robert W. Whalin (page images at HathiTrust)
• Hydraulic model investigation: design of an interisland barge harbor for the Island of Tau, American Samoa (Waterways Experiment Station, 1974), by Leroy G. Crosby (page images at HathiTrust)
• Hydraulic model investigation: design of Agana Small-Boat Harbor, Territory of Guam (Waterways Experiment Station, 1975), by C. E. Chatham (page images at HathiTrust)
• Waimano Stream flood control project, Pearl City, Hawaii : hydraulic model investigation : final report (Waterways Experiment Station, 1975), by Peter E. Saunders (page images at HathiTrust)
• Los Angeles and Long Beach Harbors model study : report 1, prototype data acquisition and observations (U.S. Waterways Experiment Station, 1975), by Ellis B. Pickett, William H. McAnally, Donald L. Durham, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust; US access only)
• Los Angeles and Long Beach Harbors model study : report 4, model design (U.S. Waterways Experiment Station, 1977), by Douglas G. Outlaw and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust; US access only)
• Los Angeles and Long Beach Harbors model study : report 5, tidal verification and base circulation tests (Waterways Experiment Station, 1975), by William H. McAnally (page images at HathiTrust)
• 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), by Douglas G. Outlaw, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Hydraulic model investigation: spillway for Burnsville Dam, Little Kanawha River, West Virginia (Waterways Experiment Station, 1975), by Bobby P. Fletcher (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Cannelton Locks and Dam, Ohio River (Waterways Experiment Station, 1975), by John J. Franco and Cody D. McKellar (page images at HathiTrust)
• Hydraulic model investigation: flood control project on Lytle and Warm Creeks and Santa Ana River, California (Waterways Experiment Station, 1975), by Jackson H. Ables and Glenn A. Pickering (page images at HathiTrust)
• Hydraulic model investigation: expansion of Port Hueneme, California (Waterways Experiment Station, 1975), by Leroy G. Crosby, C. E. Chatham, and Donald L. Durham (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Uniontown Locks and Dam, Ohio River (Waterways Experiment Station, 1975), by Louis J. Shows and John J. Franco (page images at HathiTrust)
• Hydraulic model investigation: outlet works for Taylorsville Lake, Salt River, Kentucky (Waterways Experiment Station, 1975), by Mark S. Dortch (page images at HathiTrust)
• Mobile Bay model study. Report 1, Effects of proposed Theodore Ship Channel and disposal areas on tides, currents, salinities, and dye dispersion (Waterways Experiment Station, 1975), by Raymond J. Lawing, William H. Bobb, and Robert A. Boland (page images at HathiTrust)
• Hydraulic model investigation: design of entrance channel improvements for Ludington Harbor, Michigan (Waterways Experiment Station, 1975), by Leroy G. Crosby and C. E. Chatham (page images at HathiTrust)
• Wave and current conditions for various modifications of Kewalo Basin, Honolulu, Oahu, Hawaii : hydraulic model investigation : final report (Waterways Experiment Station, 1975), by Michael L. Giles (page images at HathiTrust)
• Hydraulic model investigation: shore effect model, Atlantic Generating Station (Waterways Experiment Station, 1975), by Robert D. Carver (page images at HathiTrust)
• Effects of enlarged navigation channel on tides, currents, salinities, and dye dispersion, Mobile Bay, Alabama (U.S. Army Engineer Waterways Experiment Station, 1979), by Rutherford C. Berger, Robert A. Boland, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Design for wave protection, flood control, and prevention of shoaling, Cattaraugus Creek Harbor, New York : hydraulic model investigation : final report (Waterways Experiment Station, 1975), by Robert R. Bottin and C. E. Chatham (page images at HathiTrust)
• Hydraulic model investigation: Fourmile Run local flood-control project, Alexandria and Arlington County, Virginia (Waterways Experiment Station, 1975), by Noel R. Oswalt, Glenn A. Pickering, and John F. George (page images at HathiTrust)
• Improvements for Masonboro Inlet, North Carolina : hydraulic model investigation, final report (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), by William C. Seabergh and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Tioga outlet works, Tioga and Hammond Lakes, Susquehanna River Basin, Pennsylvania : hydraulic model investigation (U.S. Army Waterways Experiment Station, 1976), by Noel R. Oswalt (page images at HathiTrust; US access only)
• Connecting channel for Tioga and Hammond Lakes, Tioga River and Crooked Creek, Pennsylvania : hydraulic model investigation (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), by Noel R. Oswalt, Glenn A. Pickering, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Bay Springs Lake : water-quality study : hydraulic laboratory investigation (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), by Steven C. Wilhelms and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: design for wave protection (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), by Robert R. Bottin, Robert D. Carver, C. E. Chatham, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation : North Fork Lake Spillway, San Gabriel River, Texas (U.S. Waterways Experiment Station, 1976), by Edward D. Rothwell and United States. Army. Corps of Engineers. Fort Worth District (page images at HathiTrust; US access only)
• Chute spillway for Cowanesque Dam, Cowanesque River, Pennsylvania (U.S. Waterways Experiment Station, 1976), by Bobby P. Fletcher and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust; US access only)
• Hydraulic model investigation: hydraulic characteristics of Rigolets Pass, Louisiana, hurricane surge control structures (U.S. Waterways Experiment Station, 1976), by Rutherford C. Berger, Robert A. Boland, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust; US access only)
• Hydraulic model investigation : entrance to upstream approach canal, Gainesville Lock, Tombigbee River, Mississippi and Alabama (U.S. Waterways Experiment Station, 1976), by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. South Atlantic Division (page images at HathiTrust; US access only)
• Center sluice investigation, Libby Dam, Kootenai River, Montana : hydraulic model investigation (U.S. Waterways Experiment Station, 1976), by Mark S. Dortch and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Hydraulic laboratory investigation : Dickey-Lincoln School Lakes hydrothermal model study (U.S. Waterways Experiment Station, 1976), by Mark S. Dortch and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust; US access only)
• Hydraulic model investigation : Old River Existing Low-Sill Control Structure, Louisiana (U.S. Waterways Experiment Station, 1977), by Edward D. Rothwell, John L. Grace, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulic model investigation: flow conditions at pumping stations, Cairo, Illinois (U.S. Waterways Experiment Station, 1977), by Bobby P. Fletcher, John L. Grace, and United States. Army. Corps of Engineers. Memphis District (page images at HathiTrust)
• Hydraulic model investigation: Lake Dardanelle, Arkansas River (U.S. Waterways Experiment Station, 1977), by James E. Foster, John J. Franco, and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Marysville Lake hydrothermal study : report 1, 900-MW project, hydraulic and mathematical model investigation (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Darrell G. Fontane, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Savannah District (page images at HathiTrust)
• Filling and emptying system for medium-lift locks, Trinity River, Texas : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Noel R. Oswalt, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Fort Worth District (page images at HathiTrust)
• Powerhouse intake gate catapult study, Big Bend Dam, South Dakota, and Stockton, Harry S. Truman, and Clarence Cannon Dams, Missouri : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by John F. George, Glenn A. Pickering, Waterways Experiment Station (U.S.), United States. Army. Corps of Engineers. St. Louis District, United States. Army. Corps of Engineers. Kansas City District, and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Navigation conditions at Columbus Lock and Dam, Tombigbee River, Mississippi and Alabama : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by John J. Franco, Louis J. Shows, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. South Atlantic Division (page images at HathiTrust)
• Pumping stations for Drainage District no. 17, Mississippi County, Arkansas : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Peter E. Saunders, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Memphis District (page images at HathiTrust)
• Red River Waterway, La., Tex., Ark., and Okla., Mississippi River to Shreveport, La., Reach, Lock and Dam No. 1 : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Noel R. Oswalt, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Port Ontario Harbor, New York, design for wave protection and prevention of shoaling : hydraulic model investigation : final report (Waterways Experiment Station ;, 1977), by Robert R. Bottin (page images at HathiTrust)
• Improvements for Little River Inlet, South Carolina : hydraulic model investigation : final report (Waterways Experiment Station ;, 1977), by William C. Seabergh and Edgar F. Lane (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Aliceville Lock and Dam, Mississippi and Alabama, Tombigbee River (Waterways Experiment Station ;, 1978), by Louis J. Shows and John J. Franco (page images at HathiTrust)
• Shoaling conditions in Sawyer Bend and lower entrance to Chain of Rocks Canal, Mississippi River : hydraulic model investigation : final report (Waterways Experiment Station ;, 1978), by James E. Foster, Charles M. Noble, John J. Franco, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions at Aberdeen Lock and Dam, Tombigbee River, Mississippi and Alabama (Waterways Experiment Station, 1978), by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Outlet structure for Meramec Lake, Meramec River, Missouri : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), by Bobby P. Fletcher, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Navigation conditions in Alexandria Reach, Red River Navigation Project, Louisiana : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), by Louis J. Shows, John J. Franco, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Stability of toe berm armor stone and toe buttressing stone on rubble-mound breakwaters and jetties : physical model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Dennis G. Markle, Evaluation Repair, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Repair of localized armor stone damage on rubble-mound structures : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Donald L. Ward, Dennis G. Markle, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
• Experimental model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1993), by Donald L. Ward, John P. Ahrens, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
• Feasibility study of a surge-action model of Monterey Harbor, California (Waterways Experiment Station, 1965), by Basil Wrigley Wilson, Robert E. Kilmer, and James A. Hendrickson (page images at HathiTrust)
• South jetty stability study, Masonboro Inlet, North Carolina : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), by Robert D. Carver, Dennis G. Markle, Waterways Experiment Station (U.S.), Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Wilmington District (page images at HathiTrust)
• Hydraulic effects of model distortion : report 1 : triangular-flume study of distortion effects. (Waterways Experiment Station, 1957), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: wave transmission through rock structures (Waterways Experiment Station, 1973), by Garbis H. Keulegan, Waterways Experiment Station (U.S.). Hydraulics Laboratory, and United States Army Corps of Engineers (page images at HathiTrust)
• Model study of plans for channel improvement at Swiftsure Towhead, Mississippi River (Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of tidal currents in East River, New York (Waterways Experiment Station, 1939), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of the outlet structures for Arkabutla Dam, Coldwater River (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of plans for elimination of shoaling in Richmond (Virginia) Harbor in James River (Waterways Experiment Station, 1941), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of plans for elimination of shoaling in the vicinity of the Manchester Islands, Ohio River (Waterways Experiment Station, 1941), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of hydraulic characteristics of power tunnel, Fort Peck Dam (Waterways Experiment Station, 1941), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of Mill Creek flood-control project, Cincinnati, Ohio (Waterways Experiment Station, 1942), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of the pump suction chamber for Dry Dock No. 4, Puget Sound Navy Yard (Waterways Experiment Station, 1942), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of power penstocks, Bluestone Dam, New River, West Virginia (Waterways Experiment Station, 1946), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Jetty stability study, Oregon Inlet, North Carolina : Hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1983), by Robert D. Carver, D. Donald Davidson, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Wilmington District (page images at HathiTrust)
• Barcelona Harbor, New York design for harbor improvements : hydraulic model investigation (U.S. Army Engineer District, Buffalo ;, 1984), by Robert R. Bottin and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Stability response of stone- and dolos-armored, rubble-mound breakwater trunks subjected to spectral waves (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Robert D. Carver, Brenda J. Wright, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Investigation of breakwater stability at Presque Isle Peninsula, Erie, Pennsylvania (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Peter J. Grace, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Stability of stone- and dolos-armored rubble-mound breakwater heads subjected to breaking and nonbreaking waves with no overtopping (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Robert D. Carver, Martha S. Heimbaugh, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• King Harbor, Redondo Beach, California, breakwater stability study : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Ernest R. Smith, Robert D. Carver, Willie G. Dubose, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Midscale physical model validation for scour at coastal structures (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Steven A. Hughes, Jimmy E. Fowler, U.S. Army Engineer Waterways Experiment Station, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Laboratory study of a dynamic berm revetment (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Donald L. Ward, John P. Ahrens, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Dennis G. Markle, Homer C. Greer, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Dolos design procedure based on Crescent City prototype data (U.S. Army Engineer Waterways Experiment Station ;, 1993), by Jeffrey A. Melby, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Revetment stability tests for Sargent Beach, Texas (U.S. Army Engineer Waterways Experiment Station, 1993), by Robert D. Carver, United States. Army. Corps of Engineers. Galveston District, U.S. Army Engineer Waterways Experiment Station, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Rubble-mound breakwater wave-attenuation and stability tests, Burns Waterway Harbor, Indiana (U.S. Army Engineer Waterways Experiment Station, 1993), by Robert D. Carver, Brenda J. Wright, Willie G. Dubose, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Los Angeles and Long Beach Harbors Model Enhancement Program, improved physical model harbor resonance methodology (U.S. Army Engineer Waterways Experiment Station, 1993), by William C. Seabergh, Leonette J. Thomas, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), Port of Long Beach, WORLDPORT LA., and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Noyo River and Harbor, California, design for harbor entrance protection : coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1994), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Wave conditions for Pier 400 Dredging and Landfill Project, Los Angeles Outer Harbor, Los Angeles, California (U.S. Army Engineer Waterways Experiment Station, 1994), by Robert R. Bottin, Hugh F. Acuff, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and WORLDPORT LA. (page images at HathiTrust)
• Barking Sands, Kauai, Hawaii, design of proposed harbor for Pacific Missile Range Facility (U.S. Army Engineer Waterways Experiment Station, 1994), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States. Army. Corps of Engineers. Pacific Ocean Division, and U.S. Navy Pacific Missile Range Facility (page images at HathiTrust)
• Investigation of wave grouping effects on the stability of stone-armored, rubble-mound breakwaters (U.S. Army Engineer Waterways Experiment Station, 1994), by Robert D. Carver, Brenda J. Wright, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulic model investigation : stability of rubble-mound breakwater, Jubail Harbor, Saudi Arabia (U.S. Waterways Experiment Staton, 1976), by Robert D. Carver, D. Donald Davidson, and United States. Army. Corps of Engineers. Mediterranean Division (page images at HathiTrust; US access only)
• Floating breakwater wave-attenuation tests for East Bay Marina, Olympia Harbor, Washington : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1979), by Robert D. Carver, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• 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), by Robert D. Carver, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Seabrook Lock Complex, Lake Pontchartrain, LA. : design for wave protection at lock entrance : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1980), by Robert R. Bottin, Kent A. Turner, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• 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), by Robert R. Bottin, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulic model investigation: Oceanside Harbor and Beach, California, design of structures for harbor improvement and beach erosion control (U.S. Army Engineer Waterways Experiment Station ;, 1980), by Charles R. Curren, C. E. Chatham, United States. Army. Corps of Engineers. Los Angeles District, and Waterways Experiment Station (U.S.). Hydraulics Laboratory (page images at HathiTrust)
• Hydraulic model investigation (The Station, 1981), by Robert D. Carver, Dennis G. Markle, United States. Army. Corps of Engineers. Buffalo District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• 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), by Dennis G. Markle, United States. National Park Service. Southeast Regional Office, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• 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), by H. Lee Butler, T. F. Berninghausen, Larry L. Daggett, R. C. Berger, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Kahului breakwater stability study, Kahului, Maui, Hawaii : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), by Dennis G. Markle, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Prevention of shoaling at Little Lake Harbor, Michigan : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), by William C. Seabergh, James W. McCoy, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Detroit District (page images at HathiTrust)
• Design for wave protection and prevention of shoaling, Geneva-on-the-Lake small-boat harbor, Ohio : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Design for flood control, wave protection, and prevention of shoaling, Rogue River, Oregon : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Revetment stability study, Fort Fisher State Historic Site, North Carolina : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), by Dennis G. Markle, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Wilmington District (page images at HathiTrust)
• Functional design of control structures for Oregon Inlet, North Carolina : hydraulic model investigation (The District ;, 1983), by Noel W. Hollyfield, William C. Seabergh, James W. McCoy, and United States. Army. Corps of Engineers. Wilmington District (page images at HathiTrust)
• Columbia River estuary hybrid model studies : Report 4 : Entrance channel tests (U.S. Army Engineer Waterways Experiment Station ;, 1983), by William H. McAnally, J. Phillip Stewart, Noble J. Brogdon, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Nawiliwili breakwater stability study, Nawiliwili Harbor, Kauai, Hawaii : hydraulic model investigation (US Army Corps of Engineers, Hydraulics Laboratory ;, 1983), by Dennis G. Markle, C. Ray Herrington, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Reverification of the Chesapeake Bay model : Chesapeake Bay hydraulic model investigation (Dept. of the Army, Waterways Experiment Station, Corps of Engineers ;, 1985), by Mitchell A. Granat, Virginia R. Pankow, Leif F. Gulbrandsen, United States. Army. Corps of Engineers. Baltimore District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Channel development in the lower reach of the Red River : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station] ;, 1987), by James E. Foster, James E. Glover, Charles R. O'Dell, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Walnut Creek flood-control project, Contra Costa County, California : hydraulic model investigation (US Army Corps of Engineers, Hydraulics Laboratory ;, 1987), by W. G. Davis, United States. Army. Corps of Engineers. Sacramento District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Lift gate for Lockport Lock, Illinois Waterway : hydraulic model investigation (US Army Corps of Engineers, Hydraulics Laboratory ;, 1987), by Deborah R. Cooper, United States. Army. Corps of Engineers. Rock Island District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Hurricane protection structure, Lake Pontchartrain, Louisiana (US Army Engineer District, New Orleans ;, 1987), by James R. Leech and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Navigation conditions at John H. Overton Lock and Dam, Red River : hydraulic model investigation (Waterways Experiment Station ;, 1979), by Louis J. Shows, John J. Franco, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Shoaling in harbor entrances : hydraulic model investigation (Waterways Experiment Station ;, 1979), by Bertrand K. Melton, John J. Franco, and United States. Army. Corps of Engineers. Lower Mississippi Valley Division (page images at HathiTrust)
• Outlet works for Cerrillos Dam, Cerrillos River, and Portugues Dam, Portugues River, Puerto Rico : hydraulic model investigation (Waterways Experiment Station ;, 1979), by John F. George, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Hydraulic model investigation: navigation conditions on the Lower Cumberland River, Kentucky (Waterways Experiment Station ;, 1979), by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Vortex problem at intake, Lower St. Anthony Falls Lock and Dam, Mississippi River, Minneapolis, Minnesota : hydraulic model investigation (Waterways Experiment Station ;, 1979), by Jackson H. Ables, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Lake Chicot pumping plant outlet structure, Arkansas : hydraulic model investigation (Waterways Experiment Station ;, 1979), by Edward D. Rothwell, Bobby P. Fletcher, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Hydraulic, salinity, and shoaling verification (Waterways Experiment Station ;, 1979), by Noble J. Brogdon, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Hydraulic model investigation: Mayport-Mill Cove model study; Mayport Naval Basin study (Waterways Experiment Station ;, 1979), by Noble J. Brogdon, United States. Army. Corps of Engineers. Jacksonville District, and Waterways Experiment Station (U.S.). Hydraulics Laboratory (page images at HathiTrust)
• Mayport-Mill Cove model study. Report 3. Mill Cove study : hydraulic model investigation (Waterways Experiment Station ;, 1979), by Noble J. Brogdon, Joseph W. Parman, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Navigation conditions at Lock and Dam 53, Ohio River, Kentucky and Illinois : hydraulic model investigation : final report (Waterways Experiment Station ;, 1979), by Louis J. Shows, John J. Franco, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Navigation conditions at the upstream approach to Lock and Dam No. 3, Mississippi River : hydraulic model investigation (Waterways Experiment Station ;, 1979), by Louis J. Shows, John J. Franco, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Navigation conditions at Locks and Dam 26, Mississippi River : hydraulic model investigation (Waterways Experiment Station ;, 1979), by Louis J. Shows, John J. Franco, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Model study of Harry S. Truman Spillway, Osage River, Missouri : hydraulic model investigation (Waterways Experiment Station ;, 1979), by Glenn A. Pickering, D. Bruce Murray, United States. Army. Corps of Engineers. Kansas City District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Selective withdrawal riser for Sutton Dam, West Virginia : hydraulic model investigation (Waterways Experiment Station ;, 1980), by John F. George, Charles H. Tate, Mark S. Dortch, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Bald Eagle Creek and Little Juniata River channel improvement project : hydraulic model investigation (Waterways Experiment Station ;, 1980), by John F. George, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Hydraulic model investigation : spillway for Cooper Dam, Sulphur River, Texas (Waterways Experiment Station ;, 1980), by John F. George and United States. Army. Corps of Engineers. Fort Worth District (page images at HathiTrust)
• Kaskaskia River grade-control structure and navigation channel, Fayetteville, Illinois : hydraulic model investigation (Waterways Experiment Station ;, 1980), by John L. Grace, Potong Bhramayana, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Virden Creek pumping station and gravity-flow outlet structure, Waterloo, Iowa : hydraulic model investigation (Waterways Experiment Station ;, 1981), by Edward D. Rothwell, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)
• Sidewall forces on Richard B. Russell flip bucket spillway, Savannah River : hydraulic model investigation (Waterways Experiment Station ;, 1981), by Bobby P. Fletcher, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Savannah District (page images at HathiTrust)
• Channel control structures for Souris River, Minot, North Dakota : hydraulic model investigation (Waterways Experiment Station ;, 1981), by Peter E. Saunders, John L. Grace, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Fixed-cone valves, New Melones Dam, California : hydraulic model investigation (Waterways Experiment Station ;, 1981), by Stephen T. Maynord, John L. Grace, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Flood control and irrigation outlet works and tailrace channel for New Melones Dam, Stanislaus River, California : hydraulic model investigation (Waterways Experiment Station ;, 1981), by Stephen T. Maynord, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Navigation conditions at McAlpine Locks and Dam, Ohio River : Hydraulic model investigation (Waterways Experiment Station ;, 1981), by Louis J. Shows, John J. Franco, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Investigation of release temperatures for Kinzua Dam, Allegheny River, Pennsylvania : hydraulic model investigation (Waterways Experiment Station ;, 1981), by Mark S. Dortch, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Grays Landing Spillway and stilling basin, Monongahela River, Pennsylvania : hydraulic model investigation (Waterways Experiment Station ; 1981, 1981), by Edward D. Rothwell, Stephen T. Maynord, Noel R. Oswalt, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Verification of the Chesapeake Bay model : Chesapeake Bay hydraulic model investigation (Waterways Experiment Station ;, 1981), by Norman W. Scheffner, Mitchell A. Granat, A. Michael Chambers, David F. Bastian, Leroy G. Crosby, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Cache River pumping station south of Mound City, Illinois : hydraulic model investigation (Waterways Experiment Station ;, 1982), by Edward D. Rothwell, Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Memphis District (page images at HathiTrust)
• Low freshwater inflow study : Chesapeake Bay hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), by David R. Richards, Leif F. Gulbrandsen, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Hydraulic model investigation (Waterways Experiment Station ;, 1982), by Ronald R. Copeland, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Detroit District (page images at HathiTrust)
• Development and maintenance of typical navigation channel, Red River : hydraulic model investigation (Waterways Experiment Station ;, 1982), by James E. Foster, John J. Franco, Charles R. O'Dell, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Summary report : model-prototype comparison study of dike systems, Mississippi River : potamology investigations (Waterways Experiment Station ;, 1982), by John J. Franco, Hydraulics Laboratory (U.S.), and United States. Mississippi River Commission (page images at HathiTrust)
• Blue Waters Ditch pumping station, east St. Louis, Illinois : hydraulic model investigation (Waterways Experiment Station ;, 1982), by Stephen T. Maynord, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Kahoma Stream channel improvement project, Maui, Hawaii : hydraulic model investigation (Waterways Experiment Station ;, 1982), by John F. George, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Pointe Coupee pumping station siphon, upper Pointe Coupee Loope area, Louisiana : hydraulic model investigation (Waterways Experiment Station ;, 1982), by Ronald R. Copeland, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• South Fork Tillatoba Creek drop structures, Mississippi : hydraulic model investigation (Waterways Experiment Station ;, 1982), by John E. Hite, Glenn A. Pickering, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• McGee Creek pumping station siphon, Pike County, Illinois : hydraulic model investigation (Waterways Experiment Station ;, 1982), by Ronald R. Copeland, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Los Esteros Spillway, Pecos River, New Mexico : hydraulic model investigation (Waterways Experiment Station ;, 1982), by Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Albuquerque District (page images at HathiTrust)
• Channel widths in bends and straight reaches between bends for push towing : hydraulic model investigation (Waterways Experiment Station ;, 1982), by Louis J. Shows, John J. Franco, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Pointe Coupee Pumping Station sump and outlet structure, Upper Pointe Coupee Loop Area, Louisiana : hydraulic model investigation (Waterways Experiment Station ;, 1983), by Ronald R. Copeland, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Bloomington Spillway, North Branch Potomac River, Maryland and West Virginia : hydraulic model investigation (Waterways Experiment Station ;, 1983), by Bobby P. Fletcher, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Norfolk Harbor and channels deepening study : Report 1 : Physical model results : Chesapeake Bay hydraulic model investigation (Waterways Experiment Station ;, 1983), by David R. Richards, Michael R. Morton, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Norfolk District (page images at HathiTrust)
• R.D. Bailey outlet works, Guyandot River, West Virginia : hydraulic model investigation (Waterways Experiment Station ;, 1984), by John E. Hite and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Riprap protection on navigable waterways (Waterways Experiment Station ;, 1984), by Stephen T. Maynord and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Mill Creek Channel, Walla Walla, Washington : hydraulic model investigation (Waterways Experiment Station ;, 1986), by Deborah W. Robinson, Ronald R. Copeland, United States. Army. Corps of Engineers. Walla Walla District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Burlington spillway and outlet works, Souris River, North Dakota : hydraulic model investigation (Waterways Experiment Station ;, 1986), by Jerry V. Markussen, Noel R. Oswalt, United States. Army. Corps of Engineers. St. Paul District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Little Sioux control structure, Little Sioux River, Iowa : hydraulic model investigation (Waterways Experiment Station ;, 1986), by John E. Hite, United States. Army. Corps of Engineers. Omaha District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Lock and dam one, Red River waterway, hydraulic model investigation (Waterways Experiment Station ;, 1986), by James E. Foster, James E. Glover, Charles R. O'Dell, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Corpus Christi Inner Harbor shoaling investigation (Waterways Experiment Station ;, 1987), by Tamsen M. Smith, Allen M. Teeter, William H. McAnally, United States. Army. Corps of Engineers. Galveston District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Pond Creek Pumping Station, Southwestern Jefferson County, Kentucky : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Bobby P. Fletcher, United States. Army. Corps of Engineers. Louisville District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Dynamic loading on sidewall monoliths of a spillway stilling basin : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Bobby P. Fletcher, Peter E. Saunders, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Steele Bayou Gravity Control Structure, Vicksburg, Mississippi : hydraulic model investigation (Waterways Experiment Station ;, 1988), by William B. Fenwick, United States. Army. Corps of Engineers. Vicksburg District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Cinque Hommes, Jones Cutoff, Bois Brule, and Missouri Chute Pumping Stations ; Perry County, Missouri, and Randolph County, Illinois : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Bobby P. Fletcher, United States. Army. Corps of Engineers. St. Louis District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Blountstown Reach, Apalachicola River : movable-bed model study (Waterways Experiment Station ;, 1988), by Randy A. McCollum, United States. Army. Corps of Engineers. Mobile District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Martins Fork Lake sedimentation study : hydraulic model investigation (Waterways Experiment Station ;, 1988), by William D. Martin, United States. Army. Corps of Engineers. Nashville District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Wax Lake Outlet control structure, Louisiana : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Robert A. Davidson, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Telegraph Canyon Creek Channel Improvement Project, San Diego County, California : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Glenn A. Pickering, John F. George, United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Wax Lake Outlet control structure, Atchafalaya River : hydraulic model investigation (Waterways Experiment Station ;, 1988), by Charles R. Nickles, Thomas J. Pokrefke, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Submersible-type tainter gate for spillway, Marseilles Lock and Dam : hydraulic model investigation (Waterways Experiment Station ;, 1989), by Deborah R. Cooper, United States. Army. Corps of Engineers. Rock Island District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• West Access Channel realignment, Atchafalaya River : hydraulic model investigation (Waterways Experiment Station ;, 1989), by David M. Maggio, Charles R. Nickles, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Dutch Gulch Outlet Works, Cottonwood Creek, California : hydraulic model investigation (Waterways Experiment Station ;, 1989), by W. G. Davis, United States. Army. Corps of Engineers. Sacramento District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Little Dell Outlet Structure, Utah : hydraulic model investigation (Waterways Experiment Station ;, 1989), by Bobby P. Fletcher, United States. Army. Corps of Engineers. Sacramento District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Navigation conditions at Gallipolis Locks and Dam, Ohio River : hydraulic model investigation (Waterways Experiment Station ;, 1989), by Louis J. Shows, Ronald T. Wooley, United States. Army. Corps of Engineers. Huntington District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Clover Fork Tunnel Diversion Project, Harlan, Kentucky : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Sandra K. Martin, United States. Army. Corps of Engineers. Nashville District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Model study of Prado flood-control dam : hydraulic model investigation (Waterways Experiment Station ;, 1989), by John F. George, United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Yazoo Backwater Pumping Station sump, west-central Mississippi : hydraulic model investigation (Waterways Experiment Station ;, 1990), by Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Hydraulic model investigation (Waterways Experiment Station ;, 1990), by Richard L. Stockstill, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Intake structure operation study : Elk Creek Dam, Oregon (Waterways Experiment Station ;, 1990), by Stacy E. Howington, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Hydraulic model investigation, Rio Puerto Nuevo Flood-control Project, San Juan, Puerto Rico (Waterways Experiment Station ;, 1990), by Richard L. Stockstill, James R. Leech, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Cumberland Sound and Kings Bay Pre-Trident and Basic Trident channel hydrodynamic and sediment transport hybrid modeling. volume 1, Main text and appendixes A, C, and D (Waterways Experiment Station ;, 1990), by Mitchell A. Granat, Noble J. Brogdon, U.S. Army Engineer Waterways Experiment Station, Ga.) Naval Submarine Base (Kings Bay, and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Hydraulic model investigation (Waterways Experiment Station ;, 1991), by Tommy L. Kirkpatrick, Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Hydraulic model investigation (Waterways Experiment Station ;, 1991), by Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Comparison of vibration test results for a model and prototype gravity dam (The Station ;, 1981), by C. Dean Norman, Harry E. Stone, Structures Laboratory (U.S.), and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Hydraulic model studies of the Boundary hydoelectric project. ([Washington State University] Division of Industrial Research, 1963), by John S. Gladwell and Bechtel Corporation (page images at HathiTrust; US access only)
• Hydraulic model studies of the Round Butte Tunnel Spillway; final report. (Division of Industrial Research, Institute of Technology, Washington State University, 1961), by George L. Bloomsburg, Edwy Roy Tinney, and Portland General Electric Company (page images at HathiTrust; US access only)
• Selection of scale for riprap model of in-shore harbor, Site X : analytical investigation (Waterways Experiment Station, 1966), by A. M. Kamel, Waterways Experiment Station (U.S.), and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Wave damping effects of fibrous screens : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1972), by Garbis H. Keulegan (page images at HathiTrust)
• Hydraulic laboratory investigation: simultaneous, multiple-level release from stratified reservoirs (Waterways Experiment Station, 1972), by Joseph P. Bohan, Terrence L. Gloriod, Waterways Experiment Station (U.S.). Hydraulics Laboratory, United States. Army. Corps of Engineers. Ohio River Division, United States. Army. Corps of Engineers. Louisville District, and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Model study of the spillway and stilling basin for the John Martin Dam, Arkansas River (formerly Caddoa Dam). (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic prototype tests, Control Shaft 4, Fort Peck Dam, Missouri River, Montana (U.S. Waterways Experiment Station, 1955), by Waterways Experiment Station (U.S.) and United States Army Corps of Engineers (page images at HathiTrust)
• Wave action and breakwater location Taconite Harbor (Two Islands), Lake Superior, Minnesota (U.S. Waterways Experiment Station, 1955), by Waterways Experiment Station (U.S.) and Erie Mining Company (page images at HathiTrust)
• Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina (Coastal Engineering Research Center ;, 1977), by D. Lee Harris, B. R. Bodine, Richard A. Sager, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 1, fixed-bed hydraulic model results (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), by Richard A. Sager, William C. Seabergh, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 2, numerical simulation of hydrodynamics (WRE) (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), by Frank D. Masch, J. Dwight Reagan, Robert J. Brandes, Water Resources Engineers, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 4, simplified numerical (lumped parameter) simulation (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), by C. J. Huval, G. L. Wintergerst, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Laboratory investigation of tidal inlets on sandy coasts (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), by Ramiro E. Mayor-Mora, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A spatially integrated numerical model of inlet hydraulics (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), by William N. Seelig, Barry E. Herchenroder, D. Lee Harris, United States Army Corps of Engineers, U.S. Army Engineer Waterways Experiment Station, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: supplementary tests of Masonboro Inlet fixed-bed model (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1980., 1980), by William C. Seabergh, Richard A. Sager, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Movable-bed laboratory experiments comparing radiation stress and energy flux factor as predictors of longshore transport rate (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1981., 1981), by Philip Vitale and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Sedimentation at an inlet entrance : Rudee Inlet-Virginia Beach, Virginia (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1964., 1964), by Wyman Harrison, W. Stanley Wilson, William Christian Krumbein, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Riprap stability on earth embankments tested in large-and small-scale wave tanks (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1972., 1972), by Arvid L. Thomsen, Alfred S. Harrison, Paul E. Wohlt, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Large wave tank tests of riprap stability (Springfield, Virginia : National Technical Information Service, 1975., 1975), by John P. Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Stability of Gobi block revetment to wave attack (Springfield, Virginia : National Technical Information Service, 1975., 1975), by Bruce L. McCartney, John P. Ahrens, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Prototype tidal data analysis for Mississippi Sound and adjacent areas (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1983., 1983), by Douglas G. Outlaw, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Resonant response of the harbors for Phase 1 of the Los Angeles deep-draft dry bulk export terminal. (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), by Robert R. Bottin, Douglas G. Outlaw, United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• San Pedro Breakwater repair study, Los Angeles, California : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), by Robert D. Carver and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Los Angeles and Long Beach harbors model study : Deep-Draft Dry Bulk Export Terminal, alternative no. 6: resonant response and tidal circulation studies (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1985., 1985), by William C. Seabergh, United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Stability test of modified repair options for San Pedro Breakwater, Los Angeles, California : coastal model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1986., 1986), by R. Clay Baumgartner, C. Ray Herrington, D. Donald Davidson, Robert D. Carver, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Effects of wave action on a hurricane protection structure for London Avenue Outfall canal, Lake Pontchartrain, New Orleans, Louisiana : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), by Robert R. Bottin, Marvin G. Mize, Coastal Engineering Research Center (U.S.), United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulic model investigation: floods resulting from suddenly breached dams, conditions of minimum resistance (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1960., 1960), by Waterways Experiment Station (U.S.) and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulic model investigation: floods resulting from suddenly breached dams, conditions of high resistance (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1961., 1961), by Waterways Experiment Station (U.S.) and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulic model investigation: cellular-block-lined grade control structure (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1973., 1973), by Bobby P. Fletcher, John L. Grace, U.S. Army Engineer Waterways Experiment Station, Waterways Experiment Station (U.S.). Hydraulics Laboratory, and United States. Soil Conservation Service (page images at HathiTrust)
• Jefferson Barracks Bridge : movable-bed model study (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1988., 1988), by James E. Foster, U.S. Army Engineer Waterways Experiment Station, and Illinois. Department of Transportation (page images at HathiTrust)
• Scale effect tests for rubble-mound breakwaters : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1969., 1969), by Y. B. Dai, A. M. Kamel, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulic laboratory investigation: evaluation of three energy dissipators for storm-drain outlets (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1971., 1971), by John L. Grace, Glenn A. Pickering, U.S. Army Engineer Waterways Experiment Station, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulic model investigation: evaluation of flared outlet transitions (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1972., 1972), by Bobby P. Fletcher, John L. Grace, U.S. Army Engineer Waterways Experiment Station, Waterways Experiment Station (U.S.). Hydraulics Laboratory, and United States Army Corps of Engineers (page images at HathiTrust)
• Impact of I-664 bridge/tunnel project on wave conditions at Newport News Harbor, Virginia : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), by Robert R. Bottin and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Fisherman's Wharf area, San Francisco Bay, California, design for wave protection : physical and numerical model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1985., 1985), by Robert R. Bottin, Marvin G. Mize, Francis E. Sargent, United States. Army. Corps of Engineers. San Francisco District, United States. Army. Corps of Engineers. Los Angeles District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• St. Paul Harbor breakwater stability study, St. Paul, Alaska : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1988., 1988), by Donald L. Ward, United States. Army. Corps of Engineers. Alaska District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Noyo River and Harbor, California, design for wave and surge protection : coastal model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1988., 1988), by Robert R. Bottin, Dennis G. Markle, Hugh F. Acuff, United States. Army. Corps of Engineers. Los Angeles District, United States. Army. Corps of Engineers. San Francisco District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Wave conditions for proposed harbor development in Los Angeles Outer Harbor, Los Angeles, California : coastal model invesitgation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1989., 1989), by Robert R. Bottin, Larry R. Tolliver, Coastal Engineering Research Center (U.S.), Port of Los Angeles, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Coastal model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1989., 1989), by Robert R. Bottin, Marvin Glynn Mize, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Coastal model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Model study of St. Stephen Powerhouse Fish Passage Facilities, Cooper River Rediversion Project, South Carolina (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1998., 1998), by John E. Hite, Thomas E. Murphy, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)
• 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), by James E. Foster, James E. Glover, Charles Mark Noble, Waterways Experiment Station (U.S.), Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Tulsa District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), by Deborah R. Cooper, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Harry S. Truman Dam Spillway and Powerhouse, Osage River, Missouri. volume 1, Main text : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), by James R. Leech, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Perry Creek Conduit, Sioux City, Iowa : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), by John E. Hite, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), by Walter M. Linder, Herman O. Turner, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), by Richard L. Stockstill, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), by Richard L. Stockstill, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), by Bobby P. Fletcher, Paul A. Gilbert, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), by Thomas E. Murphy, John E. Hite, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)
• Fort Peck Tunnel No. 1 rehabilitation, Fort Peck Dam, Montana (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), by Charles H. Tate, Richard G. McGee, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), by Bobby P. Fletcher, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), by John E. Hite, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Mud Mountain outlet structure : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1993., 1993), by Charles H. Tate, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1994., 1994), by John E. Hite, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Cypress Avenue Pumping Station : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1994., 1994), by Bobby P. Fletcher, Waterways Experiment Station (U.S.), Hydraulics Laboratory (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Clarence Cannon Re-regulation Structure, Salt River, Missouri : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1996., 1996), by Herman O. Turner, Waterways Experiment Station (U.S.), Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Test results of a settling basin hydraulic model (Illinois State Water Survey, 1974), by Harold W. Humphreys, Nani G. Bhowmik, and J. Rodger Adams (page images at HathiTrust; US access only)
• A comparison of an estuary tide calculation by hydraulic model and computer (Committee on Tidal Hydraulics, 1965), by Joseph M. Caldwell (page images at HathiTrust)
• Special analytic study of methods for estuarine water resources planning. (Committee on Tidal Hydraulics ;, 1969), by United States. Army. Corps of Engineers. Committee on Tidal Hydraulics (page images at HathiTrust)
• Hydraulic models (University of Washington, 1944), by Charles William Harris (page images at HathiTrust; US access only)
• Capabilities for resolution of hydraulic problems through model studies. (Waterways Experiment Station, 1962), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• James River hydaulic model : multi-purpose marine research tool for science, government and industry (Virginia Institute of Marine Science, 1969), by Lawrence W. Mason, Fred C. Biggs, and Virginia Institute of Marine Science (page images at HathiTrust; US access only)
• Hydraulic model study of stratified flow over a weir (U.S. Dept. of the Interior, Bureau of Reclamation, Commissioner's Office, 1956), by Jack C. Schuster and United States. Bureau of Reclamation. Division of Engineering Laboratories (page images at HathiTrust)
• Hydraulic model studies of the Wanship Dam Vertical stilling wells, Weber Basin Project, Utah (U.S. Dept. of the Interior, Bureau of Reclamation, Office of Assistant Commissioner and Chief Engineer, 1962), by Henry T. Falvey and United States. Bureau of Reclamation. Division of Engineering Laboratories (page images at HathiTrust)
• Model studies of dike location. (Waterways Experiment Station, 1933), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Tail water characteristics of drop structures (Institute of Engineering Research, University of California, 1958), by George Kalkanis (page images at HathiTrust; US access only)
• Hydraulic downpull on Ice Harbor powerhouse gate (U.S. Army Engineer District, Corps of Engineers, 1963), by Peter M. Smith and United States. Army. Corps of Engineers. Walla Walla District (page images at HathiTrust)
• Report on laboratory and model studies of sea water intrusion. (Berkeley, 1955), by Berkeley. Sanitary Engineering Research Laboratory California (State) University (page images at HathiTrust; US access only)
• Model study of Santa Rosa Creek hydraulic structures (Institute of Engineering Research, Hydraulic Laboratory, University of California, 1960), by George Kalkanis and Berkeley. Hydraulic Laboratory University of California (page images at HathiTrust; US access only)
• Model study of wave and surge action, Naval Operating Base, Terminal Island, San Pedro, California. (Waterways Experiment Station, 1947), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of plans for channel improvement in the Chain of Rocks reach, Mississippi River (Waterways Experiment Station, 1939), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of channel improvement and stabilization in the Pryors Island reach of the Ohio River : folder no. 1 (Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of plans for channel improvement at Dogtooth Bend, Mississippi River : folder no. 1 (Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of plans for elimination of shoaling in Galveston Channel and connecting waterways, Galveston Bay, Texas (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of the spillway for new Lock and Dam no. 1, St. Lucie Canal, Florida (Waterways Experiment Station, 1939), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of structures for future power development for the Franklin Falls Dam, Pemigewasset River, New Hampshire. (Waterways Experiment Station, 1941), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of locations for a proposed breakwater in San Juan Harbor, Puerto Rico. (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of spillway for the Berlin Dam, Mahoning River, Ohio. (Waterways Experiment Station, 1942), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model studies of spillway and regulating sluices for Wolf Creek Dam, Cumberland River, Kentucky. (Waterways Experiment Station, 1944), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model study of plans for elimination of shoaling in Absecon Inlet, New Jersey. (Waterways Experiment Station, 1943), by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Delaware River model study : dike rehabilitation, hydraulic model investigation. (U.S. Waterways Experiment Station, 1964), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Delaware River model study : report no. 3, effects of proposed channel enlargement between Philadelphia and Trenton, appendix A, tests of alternate alignments of specific reaches and closure of Burlington Island Back Channel (U.S. Waterways Experiment Station, 1959), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Philadelphia District (page images at HathiTrust)
• Stilling basin modifications, Bull Shoals Dam, White River, Arkansas : hydraulic model investigation. (Army Engineer Waterways Experiment Station, 1958), by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Proposed relocation of north entrance channel, Buffalo Harbor, Buffalo, New York : hydraulic model investigation. (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1960), by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Model studies of navigation improvements, Columbia River estuary : report 2 : entrance studies : section 1 : fixed-bed studies of south jetty rehabilitation (Waterways Experiment Station, 1966), by Frank A. Herrmann, H. B. Simmons, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Model studies of navigation improvements, Columbia River Estuary : Report 3: 40-ft. channel studies. Section 1: Wauna-Lower Westport Bar (U.S. Army Engineer Waterways Experiment Station, 1971), by Frank A. Herrmann (page images at HathiTrust)
• Coastal processes study of San Bernard River mouth, Texas : stability and maintenance of mouth (US Army Corps of Engineers, Engineer Research and Development Center, Coastal and Hydraulics Laboratory, 2002), by Nicholas C. Kraus, Li-Hwa Lin, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), Engineer Research and Development Center (U.S.), and United States. Army. Corps of Engineers. Galveston District (page images at HathiTrust)
• Hydraulic model studies, Wells hydroelectric project. Volume II, Sectional model studies (Washington State University, Division of Industrial Research, 1963), by E. Roy Tinney and Bechtel Corporation (page images at HathiTrust; US access only)
• Hydraulic model studies of rock traps (Division of Industrial Research, Institute of Technology, Washington State University, 1963), by James W. Crosby, Edwy Roy Tinney, and Bechtel Corporation (page images at HathiTrust; US access only)
• Hydraulic model studies for the calibration of the Rock Island spillway (Washington State University, 1964), by Claud C. Lomax and Public Utility District of Grant County (Wash.) (page images at HathiTrust; US access only)
• Water development of Kalauao basal springs - hydraulic model studies (Honolulu, 1962), by L. Stephen Lau and Honolulu (Hawaii). Board of Water Supply (page images at HathiTrust; US access only)
• Physical modeling of small-boat harbors : design experience, lessons learned, and modeling guidelines (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulic model study for the salinity impact of levee failure flooding : Sacramento-San Joaquin Delta Islands (U.S. Army Corps of Engineers, San Francisco District, 1984), by United States. Army. Corps of Engineers. San Francisco District and United States Federal Emergency Management Agency (page images at HathiTrust)
• Analog modeling to determine the fresh water availability on the outer banks of North Carolina (Water Resources Research Institute, North Carolina State University], 1972), by George J. Kriz (page images at HathiTrust; US access only)
• Aids in designing laboratory flumes (Water Resources Division, Geological Survey, United States Dept. of the Interior, 1971), by Garnett P. Williams and Geological Survey (U.S.) (page images at HathiTrust)
• Preliminary design for dredged material placement physical modeling facilities (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Mills Soldate, Michael R. Morton, James R. Pagenkopf, Dredging Research Program, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulic model study of Buffalo Bill Dam and spillway rehabilitation (Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1987), by Kathleen Houston Frizell and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Hydraulic model study of Ute Dam Labyrinth Spillway (Hydraulics Branch, Division of Research, Engineering and Research Center, 1982), by Kathleen Houston Frizell and Engineering and Research Center (U.S.) (page images at HathiTrust)
• Current and temperature effects at Eighteenmile Creek as a result of harbor improvements at Olcott Harbor, New York : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Hydraulic model studies of chute offsets, air slots, and deflectors for high-velocity jets (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1973), by Glenn L. Beichley and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Delaware River model study : report no. 1-, hydraulic and salinity verification (U.S. Waterways Experiment Station, 1956), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Philadelphia District (page images at HathiTrust)
• Surging in the Shark River boat basin (U.S. Army Coastal Engineering Research Center, 1980), by J. Richard Weggel and Robert M. Sorensen (page images at HathiTrust)
• Literature review of marine wetland and estuarine water quality and ecosystem models : final report (U.S. Army Engineer Waterways Experiment Station ;, 1980), by Peter Hamilton, Kenneth W. Fucik, Waterways Experiment Station (U.S.). Environmental Laboratory, United States Army Corps of Engineers, and inc Science Applications (page images at HathiTrust)
• Wave stability study of riprap-filled cells : hydraulic model investigation (The Station ;, 1983), by Dennis G Markle, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Wave and seepage-flow effects on sand streambanks and their protective cover layers : Demonstration hydraulic models (The Station ;, 1983), by Dennis G. Markle (page images at HathiTrust)
• Mission Bay, California, littoral compartment study : final report (U.S. Army Engineer Waterways Experiment Station ;, 1979), by Lyndell Z Hales and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Kings Bay Upper Basin remedial measures : physical model study (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Noble J. Brogdon, Joseph V. Letter, U.S. Army Engineer Waterways Experiment Station, Ga.) Naval Submarine Base (Kings Bay, and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Oceanside Harbor, California design for harbor improvements : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• 2020 plan (U.S. Army Engineer Waterways Experiment Station ;, 1995), by William C. Seabergh, Leonette J. Thomas, Port of Long Beach, WORLDPORT LA., Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1995), by Robert R. Bottin, Hugh F. Acuff, U.S. Army Engineer Waterways Experiment Station, United States. Army. Corps of Engineers. Buffalo District, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Los Angeles Harbor Pier 400 harbor resonance model study (U.S. Army Engineer Waterways Experiment Station ;, 1995), by William C. Seabergh, Leonette J. Thomas, U.S. Army Engineer Waterways Experiment Station, United States. Army. Corps of Engineers. Los Angeles District, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Study of harbor improvements at St. Paul Harbor, St. Paul Island, Alaska : coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1996), by Robert R. Bottin, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Alaska District (page images at HathiTrust)
• Considered Lake Erie-Lake Ontario waterway; hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1970), by Thomas E. Murphy (page images at HathiTrust; US access only)
• Grays Harbor Estuary, Washington : report 6, 45-ft MSL (40-ft MLLW) navigation channel improvement studies, hydraulic model investigation (U.S. Waterways Experiment Station, 1976), by Noble J. Brogdon and United States. Army. Corps of Enginers. Seattle District (page images at HathiTrust; US access only)
• Bay Springs Canal surge study, Tennessee-Tombigbee Waterway, Mississippi and Alabama : hydraulic model investigation : final report (Waterways Experiment Station ;, 1978), by Charles H. Tate and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Filling and emptying system, New Ship Lock, Mississippi River-Gulf Outlet, Louisiana : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), by Jackson H. Ables, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Filling and emptying system for Bay Springs Lock, Tennessee-Tombigbee Waterway, Mississippi : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), by Jackson H. Ables, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Typical Tennessee-Tombigbee canal section spillways, Spillways A and B : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), by Bobby P. Fletcher, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Navigation conditions at Lock and Dam 53, Ohio River, Kentucky and Illinois : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1979), by Louis J. Shows, John J. Franco, U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Pumping station for Teche-Vermilion Basins, Atchafalaya River, Louisiana : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1980), by Peter E. Saunders, Bobby P. Fletcher, United States. Army. Corps of Engineers. New Orleans District, U.S. Army Engineer Waterways Experiment Station, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Prototype filling and emptying system measurements, New Bankhead Lock, Black Warrior River, Alabama (U.S. Army Engineer Waterways Experiment Station, 1980), by Allen R. Tool, U.S. Army Engineer Waterways Experiment Station, U.S. Army Engineer Waterways Experiment Station. Hydraulics Laboratory, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Design for navigation improvements at Nome Harbor, Alaska : coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1998), by Robert R. Bottin, Hugh F. Acuff, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Alaska District (page images at HathiTrust)
• Experimental study of monochromatic wave-ebb current interaction. volume 1, main text and appendix A (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Michael J. Briggs, Debra R. Green, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and Cornell University. Department of Civil and Environmental Engineering (page images at HathiTrust)
• Hydraulic model study for the John F. Baldwin Ship Channel : incremental improvements with/without fixed submerged barriers (U.S. Army Corps of Engineers, 1980), by Inc Tetra Tech and United States Army Corps of Engineers (page images at HathiTrust)
• Model studies of navigation improvements, Columbia River estuary. Report 2, Entrance studies. Section 3, Fixed-bed studies of disposal areas C and D (U.S. Army Engineer Waterways Experiment Station, 1972), by Frank A. Herrmann and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Investigation of in-shore harbor, Site X : report 1 : design for optimum wave conditions : hydraulic model investigation (Waterways Experiment Station, 1966), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Investigation of in-shore harbor, Site X : report 2 : designs of riprap cover layers : hydraulic model investigation (Waterways Experiment Station, 1966), by R. A. Jackson, Waterways Experiment Station (U.S.), and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Placed-stone stability tests, Tillamook, Oregon : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station, 1979), by Dennis G. Markle, D. Donald Davidson, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Outlet plunge pool and fishway approach, Elk Creek Dam, Rogue River Basin, Oregon : hydraulic model investigation (The Laboratory, 1979), by United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Outlet works and stilling basin Howard Hanson Dam, Green River, Washington : hydraulic model investigation (U.S. Army Engineer Division, North Pacific, 1966), by Peter M. Smith, United States. Army. Corps of Engineers. Seattle District, and United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory (page images at HathiTrust)
• Selective withdrawal studies for the fish hatchery outlets at Pueblo Dam : mathematical and physical models (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1971), by D. L. King and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Hydraulic model studies of the forebay reservoir inlet-outlet structure for Mt. Elbert Pumped-Storage Powerplant, Fryingpan-Arkansas Project, Colorado (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1972), by P. L. Johnson and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• San Diego Bay model study : hydraulic model investigation (Springfield, VA : National Technical Information Service, [1975], 1975), by George M Fisackerly, Hydraulics Laboratory (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Mathematical modeling of water distribution systems : final report (Reproduced by National Technical Information Service, 1971), by Harold D. Gilman, Renette V. Metkowski, Maurice Y. Goodman, General Electric Company. Re-entry and Environmental Systems Division, and United States. Office of Water Resources Research (page images at HathiTrust)
• Overtopping flow on low embankment dams : summary report of model tests (Hydraulics Branch, Research and Laboratory Services Division, Denver Office, 1988), by R. A. Dodge and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Hydraulic model studies of fuse plug embankments (Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1985), by C. A. Pugh and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Penstock entrance research, Auburn Dam entrance (Hydraulics Branch, Division of Research, Engineering and Research Center, 1982), by C. A. Pugh and Engineering and Research Center (U.S.) (page images at HathiTrust)
• Spillway chute and sluice outlets, Wynoochee Dam and Reservoir, Wynoochee River, Washington : hydraulic model investigation (Army Engineer Division, North Pacific, 1971), by Theodore D. Edmister and Peter M Smith (page images at HathiTrust)
• Hydraulic model studies of Upper Stillwater Dam stepped spillway and outlet works (Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1987), by Kathleen Houston Frizell and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Hydraulic model studies on bulb turbine intakes (Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1983), by C. A. Pugh and Engineering and Research Center (U.S.) (page images at HathiTrust)
• Predicting construction effects by tidal modeling (Waterways Experiment Station, 1971), by H. B. Simmons, Carl J Huval, John Harrison, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model studies of the low-level outlet works, LG-2 development, Quebec, Canada (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1974), by D. Colgate, Société d'énergie de la Baie James (Québec), and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Hydraulic model studies of Fort Laramie Canal desilting basin, North Platte Project, Wyoming-Nebraska (U.S. Dept. of the Interior, Bureau of Reclamation, Branch of Design and Construction, 1951), by E. J. Carlson and United States. Bureau of Reclamation. Research and Geology Division (page images at HathiTrust)
• Hydraulic model studies of the stilling-well for the blow-off structure, Soap Lake (inverted) siphon, Columbia Basin Project (U.S. Dept. of the Interior, Bureau of Reclamation, Branch of Design and Construction, 1950), by Donald Colgate and United States. Bureau of Reclamation. Research and Geology Division (page images at HathiTrust)
• Hydraulic model studies of the siphon and feeder-canal transition for Grand Coulee Pumping Plant, Columbia Basin Project (U.S. Dept. of the Interior, Bureau of Reclamation, Branch of Design and Construction, 1949), by S. E. Kotz, W. P. Simmons, and United States. Bureau of Reclamation. Research and Geology Division (page images at HathiTrust)
• Hydraulic model studies of the Trinity Dam spillway flip bucket, Central Valley Project, California (U. S. Dept. of the Interior, Bureau of Reclamation, Commissioner's Office, 1960), by T. J. Rhone and United States. Bureau of Reclamation. Division of Engineering Laboratories (page images at HathiTrust)
• Hydraulic model studies of small weir box turnout structures for general irrigation use, Columbia River Basin Project, Washington (U.S. Dept. of the Interior, Bureau of Reclamation, Commissioner's Office, 1954), by W. P. Simmons, W. C. Case, and United States. Bureau of Reclamation. Engineering Laboratories Branch (page images at HathiTrust)
• Hydraulic model studies to determine the required cover blanket to prevent fine base material from leaching due to wave action, Kennewick Main Canal, Yakima Project, Washington (U.S. Dept. of the Interior, Bureau of Reclamation, Office of the Assistant Commissioner and Chief Engineer, 1954), by P F. Enger and United States. Bureau of Reclamation. Engineering Laboratories Branch (page images at HathiTrust)
• Hydraulic model studies of trapezoidal drop structures for Wyoming Canal, Riverton Project, Wyoming (U.S. Dept. of the Interior, Bureau of Reclamation, Design and Construction Division, 1953), by W. E. Wagner and United States. Bureau of Reclamation. Engineering Laboratories Branch (page images at HathiTrust)
• Hydraulic model studies of the San Jacinto-San Vicente turnout and metering structure, San Diego Aqueduct Project, California (U.S. Dept. of the Interior, Bureau of Reclamation, Design and Construction Division, 1953), by W. P. Simmons and United States. Bureau of Reclamation. Engineering Laboratories Branch (page images at HathiTrust)
• Hydraulic and analytical studies of the causes and the control of surging in the Coachella irrigation distribution system, All-American Canal system, Boulder Canyon Project (U.S. Dept. of the Interior, Bureau of Reclamation, Design and Construction Division, 1952), by W P. Simmons, K L Fienup, Robert E. Glover, and United States. Bureau of Reclamation. Engineering Laboratories Branch (page images at HathiTrust)
• Memorandum to chief designing engineer, subject, hydraulic model studies on coaster gates (U.S. Dept. of the Interior, Bureau of Reclamation, 1943), by F C. Lowe and United States Bureau of Reclamation (page images at HathiTrust)
• Second progress report on model studies of the Sacramento-San Joaquin Delta, Central Valley Project, California (U.S. Dept. of the Interior, Bureau of Reclamation, 1944), by D. J. Hebert, F. C. Lowe, and United States Bureau of Reclamation (page images at HathiTrust)
• Model studies for the development of the hollow-jet valve, Anderson Ranch Dam, Boise Project, Idaho (U.S. Dept. of the Interior, Bureau of Reclamation, 1944), by Fred Locher and United States Bureau of Reclamation (page images at HathiTrust)
• Hydraulic model studies for needle and tube valves for Friant Dam and calibration of needle-valve and sluice outlets at Bartlett Dam (U.S. Dept. of the Interior, Bureau of Reclamation, 1943), by F C. Lowe and United States Bureau of Reclamation (page images at HathiTrust)
• Geomorphology of the Middle Mississippi River (Engineering Research Center, Colorado State University] ;, 1974), by Daryl B. Simons, Michael A. Stevens, Stanley Alfred Schumm, Waterways Experiment Station (U.S.), and Colorado State University. Engineering Research Center (page images at HathiTrust; US access only)
• Calibration, verification, and application of a two-dimensional flow model (U.S. Army Corps of Engineers, Hydrologic Engineering Center, 1983), by D. Michael Gee and Hydrologic Engineering Center (U.S.) (page images at HathiTrust)
• Hydraulic model studies of the Teton Canal outlet works energy dissipator (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1974), by T. J. Isbester and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• An experimental setup for the study of sediment transport in nonsteady flow (University of California, Hydraulic Engineering Laboratory, 1971), by Farouk M. Abdel-Aal (page images at HathiTrust; US access only)
• Operational simulation of a reservoir system with pumped storage (U.S. Army Corps of Engineers, Hydrologic Engineering Center, 1979), by George F. McMahon, Bill Eichert, and Vern Bonner (page images at HathiTrust)
• Hydraulic model studies of vertical stilling wells (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1973), by P. H. Burgi and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Scale effects in hydraulic model tests of rock protected structures (Institute of Hydraulic Research, University of Iowa, 1970), by Emmett M. O'Loughlin, Iowa. Highway Research Board, and Iowa Institute of Hydraulic Research (page images at HathiTrust)
• Structural model tests of arch dams : Glen Canyon and Morrow Point Dams (Washington, D.C. : United States Department of the Interior, Bureau of Reclamation, 1969, 1969), by George C Rouse, James A. Stubbs, William T. Lockman, and United States Bureau of Reclamation (page images at HathiTrust)
• Hydraulic design of transitions for small canals (U.S. Dept. of the Interior, Bureau of Reclamation; [for sale by the Superintendent of Documents, U.S. Govt. Print. Off], 1964), by W P Simmons (page images at HathiTrust)
• Marysville Lake hydrothermal study : report 2, 2250-MW project, hydraulic and mathematical model investigation (Waterways Experiment Station ;, 1978), by Mark S. Dortch (page images at HathiTrust)
• Heat dispersion in physical estuarine models : report 1: State of the art (Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station, 1975), by Victor L. Zitta and George W. Douglas (page images at HathiTrust; US access only)
• Physical hydraulic models : assessment of predictive capabilities. report 1, hydrodynamics of the Delaware River Estuary Model (U.S. Army Engineer Waterways Experiment Station, 1975), by Joseph V. Letter, William H. McAnally, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Physical hydraulic models--assessment of predictive capabilities : Report 3 : Model study of shoaling, Brunswick Harbor, Georgia (The Station ;, 1981), by Joseph V. Letter, William H. McAnally, and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Transmission of wave energy through and overtopping of the Long Beach, California breakwater : hydraulic model investigation (U.S. Waterways Experiment Station, 1976), by Lyndell Z. Hales (page images at HathiTrust; US access only)
• Sardis lower lake rock weir : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Deborah R. Cooper, United States. Army. Corps of Engineers. Vicksburg District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Study for flushing of Salt Lagoon and small-boat harbor improvements at St. Paul Harbor, St. Paul Island, Alaska : coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1997), by Robert R. Bottin, Hugh F. Acuff, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Alaska District (page images at HathiTrust)
• Tidal prism measurements at mouth of Columbia River : hydraulic model investigation (Waterways Experiment Station, 1970), by Frank A. Herrmann and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Dispersion of proposed Theodore Industrial Park effluents in Mobile Bay : hydraulic model investigation (U.S. Waterways Experiment Station, 1977), by Rutherford C. Berger, Michael J. Trawle, and South Alabama Regional Planning Commission (page images at HathiTrust)
• Charleston Harbor navigation study, South Carolina, verification tests : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Howard A. Benson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)
• Stability tests of Nawiliwili breakwater repair : final report (Waterways Experiment Station ;, 1978), by D. Donald Davidson (page images at HathiTrust)
• Stability of rubble-mound breakwater, Maalaea Harbor, Maui, Hawaii : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station ;, 1981), by Robert D. Carver, Dennis G. Markle, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Reanalysis of Beach Erosion Board Technical Memorandum no. 94 (U.S. Army Engineer Waterways Experiment Station ;, 1987), by Ernest C. McNair, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Scour protection for Pike Island Dam, Ohio River : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1987), by John E. Hite, United States. Army. Corps of Engineers. Pittsburgh District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Scour protection for Dam No. 7, Monongahela River, Pennsylvania : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Thomas E. Murphy, John E. Hite, United States. Army. Corps of Engineers. Pittsburgh District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Wave conditions for proposed harbor development in Los Angeles Outer Harbor, Los Angeles, California, supplemental tests : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1991), by Robert R. Bottin, Hugh F. Acuff, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), Port of Los Angeles, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Wave conditions for two phases of harbor development in Los Angeles Outer Harbor, Los Angeles, California : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Robert R. Bottin, Hugh F. Acuff, U.S. Army Engineer Waterways Experiment Station, Port of Los Angeles, United States. Army. Corps of Engineers. Los Angeles District, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Kissimmee River structures, Central and Southern Florida Flood Control Project; hydraulic model investigation (Waterways Experiment Station ;, 1979), by Herman O. Turner, Glenn A. Pickering, U.S. Army Engineer Waterways Experiment Station, South Florida Water Management District (Fla.), and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Carquinez Strait, California, salinity barrier calibration study : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station ;, 1979), by Rutherford C. Berger, United States. Army. Corps of Engineers. Sacramento District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Model-prototype comparison study of dike systems, Mississippi River : Potamology investigations (The Station ;, 1982), by John J. Franco, Hydraulics Laboratory (U.S.), and United States. Mississippi River Commission (page images at HathiTrust)
• Big Creek flood control project, Cleveland, Ohio Hydraulic model investigation (The Station ;, 1983), by Glenn A. Pickering (page images at HathiTrust)
• Isabella Dam spillway, Kern River, California ; hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1987), by W. Glenn Davis, United States. Army. Corps of Engineers. Sacramento District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Physical model study of breakwater stability, Kodiak, Alaska (U.S. Army Engineer Waterways Experiment Station, 1996), by Donald L. Ward, Willie G. Dubose, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Alaska District (page images at HathiTrust)
• Physical modeling of reservoir hydrodynamics (U.S. Army Engineer Waterways Experiment Station;, 1985), by Mark S. Dortch, Jeffery P. Holland, Steven C. Wilhelms, Environmental and Water Quality Operational Studies (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Hydraulic model study of Twin Buttes Dam fuse plug spillway (Hydraulic Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1988), by Cassie C. Klumpp, United States. Bureau of Reclamation. Denver Office, and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Laboratory description of harbor idealized tests (U.S. Army Engineer Waterways Experiment Station ;, 1993), by Michael Jeffrey Briggs, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and Coastal Engineering Research Program (page images at HathiTrust)
• Hydraulic model study of enlarged spillway for Pactola Dam (Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1987), by Perry L. Johnson and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Placer Creek high-velocity channel and debris basin at Wallace, Idaho : hydraulic model investigation (The Division, 1983), by United States. Army. Corps of Engineers. North Pacific Division and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Libby reregulating dam Kootenai River, Montana : hydraulic model investigation (The Division, 1983), by United States. Army. Corps of Engineers. North Pacific Division (page images at HathiTrust)
• Libby Dam Kootenai River, Montana : hydraulic model investigation (The Division, 1983), by United States. Army. Corps of Engineers. North Pacific Division and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Hungry Horse selective withdrawal hydraulic model study (Hydraulics Branch, Research and Laboratory Services Division, Denver Office, U.S. Dept. of the Interior, Bureau of Reclamation, 1994), by Joseph P. Kubitschek and United States. Bureau of Reclamation. Denver Office. Hydraulics Branch (page images at HathiTrust)
• Willow Creek dam spillway and stilling basin at Heppner, Oregon : hydraulic model investigation (The Division, 1983), by United States. Army. Corps of Engineers. North Pacific Division and United States. Army. Corps of Engineers. Walla Walla District (page images at HathiTrust)
• Outlet works for Lost Creek Dam, Rogue River, Oregon : hydraulic model investigations (The Laboratory, 1979), by United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Spillway and stilling basin, John Day Dam, Columbia River, Oregon and Washington : hydraulic model investigation (Army Engineer Division, North Pacific, 1974), by Louis Z. Perkins (page images at HathiTrust)
• Modification of fish ladders Bonneville Dam, Columbia River Oregon and Washington : Hydraulic model investigations (Division Hydraulic Laboratory, U.S. Army Engineer Division, North Pacific, 1973), by Louis Z. Perkins, Peter M. Smith, and United States. Army. Corps of Engineers. North Pacific Division (page images at HathiTrust)
• Spillway gate modification, Bonneville Dam, Columbia River, Oregon and Washington : hydraulic model investigation (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, North Pacific Division, Hydraulic Laboratory, 1975), by Theodore D. Edmister, Peter M. Smith, and United States. Army. Corps of Engineers. North Pacific Division (page images at HathiTrust)
• Hydraulic model studies of the canal structures adjacent to Bacon Siphon and Tunnel, Columbia Basin Project, Washington (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1972), by G. L. Beichley and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Spillway modifications for Chief Joseph Dam, Columbia River, Washington : hydraulic model investigation (The Laboratory, 1979), by United States. Army. Corps of Engineers. North Pacific Division. Hydraulic Laboratory and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Filling and emptying system, John Day Lock, Columbia River, Oregon and Washington : hydraulic model investigation (Army Engineer Division, North Pacific, 1974), by Alvin J. Chanda and Louis Z. Perkins (page images at HathiTrust)
• Spillway pier shape at stoplog slot for Chief Joseph Dam Columbia River, Washington : hydraulic model investigation (The Division, 1983), by United States. Army. Corps of Engineers. North Pacific Division and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Filling and emptying system, Ice Harbor Lock, Snake River, Washington : hydraulic model investigations (Army Engineer Division, North Pacific, 1973), by Louis Z. Perkins (page images at HathiTrust)
• Fish ladders for Lower Monumental Dam Snake River, Washington : Hydraulic model investigations (Division Hydraulic Laboratory, U.S. Army Engineer Division, North Pacific, 1973), by Louis Z. Perkins and United States. Army. Corps of Engineers. North Pacific Division (page images at HathiTrust)
• Little Goose Dam, Snake River, Washington : hydraulic model investigation (Army Engineer Division, North Pacific, 1975), by Richard L. Johnson and Louis Z. Perkins (page images at HathiTrust)
• Spillway for Little Goose Dam, Snake River, Washington : hydraulic model investigation (Army Engineer Division, North Pacific, 1975), by Richard L. Johnson and Louis Z. Perkins (page images at HathiTrust)
• Filling and emptying system, Little Goose Lock, Snake River, Washington : hydraulic model investigation (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, North Pacific Division, Hydraulic Laboratory, 1975), by Louis Z. Perkins, Alvin J. Chanda, and United States. Army. Corps of Engineers. North Pacific Division (page images at HathiTrust)
• Hydraulic model studies for Grand Coulee Third Powerplant forebay and tailrace channels (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1973), by D. L. King, Engineering and Research Center. Concrete Dams Section, and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Lower Monumental Dam, Snake River, Washington : hydraulic model investigation (Army Engineer Division, North Pacific, 1974), by Alvin J. Chanda and Louis Z. Perkins (page images at HathiTrust)
• Fish ladders for Ice Harbor Dam, Snake River, Washington : hydraulic model investigations (Army Engineer Division, North Pacific, 1974), by Louis Z. Perkins (page images at HathiTrust)
• Emergency closure system and flood control regulation gate for Hiram M. Chittenden Locks at Lake Washington Ship Canal : Hydraulic model investigation (The Division, 1983), by United States. Army. Corps of Engineers. North Pacific Division and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Grand Coulee pumping-generating plant model studies conduit entrances P/G7 & P/G8 (Hydraulics Branch, Division of Research, Engineering and Research Center, U.S. Dept. of the Interior, Water and Power Resources Service, 1980), by D. Colgate and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Ice Harbor Dam, Snake River, Washington : hydraulic model investigations (Army Engineer Division, North Pacific, 1973), by Louis Z. Perkins (page images at HathiTrust)
• Ice control structure on the North Platte River : a hydraulic model study (Hydraulics Branch, Division of General Research, Engineering and Research Center, 1971), by P. H. Burgi and Engineering and Research Center (U.S.) (page images at HathiTrust)
• McNary Reservoir navigation at Ice Harbor Dam Snake River, Washington : hydraulic model investigation (The Division, 1983), by United States. Army. Corps of Engineers. North Pacific Division and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Investigation of deterioration of brick in navigation lock control house structures, Tulsa District : final report (The Station ;, 1980), by Robert H. Denson, Tony B. Husbands, G. Sam Wong, United States. Army. Corps of Engineers. Tulsa District, and Structures Laboratory (U.S.) (page images at HathiTrust)
• Discharge ratings for control gates at Mississippi River Lock and Dam 11, Dubuque, Iowa (U.S. Geological Survey, 1985), by Albert J. Heinitz, United States. Army. Corps of Engineers. Rock Island District, and Geological Survey (U.S.) (page images at HathiTrust)
• The distribution of boundary shear stresses in curved trapezoidal channels (The Laboratory, 1960), by Massachusetts Institute of Technology. Hydrodynamics Laboratory and Arthur T. Ippen (page images at HathiTrust)
• Hydraulic model study of Brantley Dam spillway (Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1987), by Eugene R. Zeigler and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Hydraulic model studies of Navajo Dam auxiliary outlet works and hollow-jet valve bypass : modifications to reduce dissolved gas supersaturation (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1976), by P. L. Johnson and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Hydraulic model study of Hyrum Dam auxiliary labyrinth spillway (Hydraulics Branch, Division of Research, Engineering and Research Center, 1983), by Kathleen Houston Frizell and Engineering and Research Center (U.S.) (page images at HathiTrust)
• Hydraulic model studies of Canyon Ferry Dam spillway stilling basin (U.S. Dept. of the Interior, Bureau of Reclamation, Engineering and Research Center, Division of General Research ;, 1976), by P. H. Burgi and Engineering and Research Center (U.S.) (page images at HathiTrust)
• Intake manifolds and emptying valves for Lower Monumental Lock, Snake River, Washington : hydraulic model investigation (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, North Pacific Division, Hydraulic Laboratory, 1975), by Louis Z. Perkins, Harry P. Theus, and United States. Army. Corps of Engineers. North Pacific Division (page images at HathiTrust)
• Physical hydraulic model study for current measurement in the vicinity of Alcatraz disposal site (San Francisco Bay-Delta Model Branch, 1987), by United States. Army. Corps of Engineers. San Francisco Bay-Delta Model Branch (page images at HathiTrust)
• San Francisco Bay-Delta Tidal Hydraulic Model : user's manual (The District, 1985), by United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Model studies for channel stabilization, Mississippi River. (Waterways Experiment Station, 1934), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Experiments to determine the backwater effects of submerged sills in the St. Clair River. (Waterways Experiment Station, 1934), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Protection of Narragansett Bay from hurricane tides : hydraulic model investigation : interim report. (Waterways Experiment Station, 1957), by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Model studies of spillways for St. Lucie Canal, Martin County, Florida. (Waterways Experiment Station, 1933), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Experiment to determine the effects of Mississippi River backwater on the Red River. (Waterways Experiment Station, 1933), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Spillway for typical low-head navigation dam, Arkansas River, Arkansas : hydraulic model investigation (Waterways Experiment Station, 1964), by John L. Grace, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Baltimore Harbor and channels deepening study : Chesapeake Bay hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), by Mitchell A. Granat, Leif F. Gulbrandsen, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Ice flushing from St. Lawrence Seaway Locks : hydraulic model investigation (U.S. Army Waterways Experiment Station, 1976), by Noel R. Oswalt and Saint Lawrence Seaway Development Corporation (page images at HathiTrust; US access only)
• Designs for rubble-mound breakwater repair, Morro Bay Harbor, California : hydraulic model investigation. (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1961), by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Design for flood control, wave protection, and prevention of shoaling, Rogue River, Oregon : Appendix B : Results of additional tests : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1983), by Robert R. Bottin and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Weir jetty performance : hydraulic and sedimentary considerations: Hydraulic model investigation (The Station ;, 1983), by William C. Seabergh and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• McMillan Pumping Station, Washington, D.C. : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station ; HL-80-19, 1980), by Glenn R. Triplett, United States. Army. Corps of Engineers. Baltimore District, and Waterways Experiment Station (U.S.). Hydraulics Laboratory (page images at HathiTrust)
• Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 3, numerical simulation of hydrodynamics (Tracor) (Coastal Engineering Research Center ;, 1977), by R. J. Chen, Louis A. Hembree, Inc Tracor, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Model materials evaluation, sand tests : hydraulic laboratory investigation (Dept. of the Army, Corps of Engineers, 1976), by Ernest C. McNair, U.S. Army Engineer Waterways Experiment Station, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Hydraulic model study of Chili Bar Dam spillway modifications (U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, Research and Laboratory Services Division, Hydraulics Branch, 1990), by R. A. Dodge, B. W. Mefford, United States. Bureau of Reclamation. Denver Office. Hydraulics Branch, and Pacific Gas and Electric Company (page images at HathiTrust)
• Redondo Beach King Harbor, California, development of design data for harbor improvements : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Robert R. Bottin, Richard E. Kent, U.S. Army Engineer Waterways Experiment Station, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Redondo Beach King Harbor, California, design for wave protection : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Robert R. Bottin, Marvin G. Mize, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Scour protection for Morgantown Dam, Monongahela River, West Virginia : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1989), by John E. Hite, United States. Army. Corps of Engineers. Pittsburgh District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Model study of effects of dikes on the river bed at Walkers Bar, Ohio River. (Waterways Experiment Station, 1932), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Design and development of bendway weirs for the Dogtooth Bend Reach, Mississippi River : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1994), by David L. Derrick, Hydraulics Laboratory (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• 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), by John F. George, Herman O. Turner, Glenn A. Pickering, Hydraulics Laboratory (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Impulsive waves generated by falling weights in shallow water : laboratory investigation (U.S. Army Engineer Waterways Experiment Station, 1990), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Defense Nuclear Agency (page images at HathiTrust)
• Digital model of ground-water flow in the Piceance basin, Rio Blanco and Garfield Counties, Colorado (Dept. of the Interior, Geological Survey, Water Resources Division, 1978), by John B. Weeks, Geological Survey (U.S.). Water Resources Division, and Geological Survey (U.S.) (page images at HathiTrust)
• Hydraulic model studies of Folsom spillway-outlet junction (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1971), by T. J. Isbester and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Hydraulic model studies of the Tehama-Colusa canal fish concentrator, Central Valley Project, California. (U.S. Bureau of Reclamation, Engineering Research Center, 1971), by G. L. Beichley and Engineering and Research Center (U.S.) (page images at HathiTrust)
• San Francisco Bay and Sacramento-San Joaquin Delta water quality and waste disposal investigation, San Francisco Bay-Delta model : model verification and results of sensitivity tests. (The Corps, 1974), by United States Army Corps of Engineers (page images at HathiTrust)
• Mission Bay Harbor, design for wave protection (U.S. Army Engineer District, Los Angeles ;, 1983), by Charles R. Curren and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Discharge ratings for control gates at Mississippi River Lock and Dam 18, Gladstone, Illinois (U.S. Geological Survey, 1987), by Albert J. Heinitz and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)
• Reef breakwater wave-attenuation and stability tests, Burns Waterway Harbor, Indiana ([U.S. Army Engineer Waterways Experiment Station], 1995), by Robert D. Carver, Brenda J. Wright, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Numerical simulation of the circulation and water quality within Fisherman's Wharf Harbor (The Center, 1984), by Hydrologic Engineering Center (U.S.) and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Effects of proposed improvement structures at Mission Bay, California, on surfing, littoral processes and entrance channel shoaling, and San Diego River flooding potential (U.S. Army Engineer Waterways Experiment Station, 1983), by Lyndell Z. Hales, Charles R. Curren, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Model study of shoaling below Starved Rock Lock and Dam, Illinois River. (Waterways Experiment Station, 1933), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Lock design, sidewall port filling and emptying system (Waterways Experiment Station, 1975), by Thomas E Murphy (page images at HathiTrust)
• Supercritical flow at open-channel junctions : hydraulic model investigation. (U.S. Army Corps of Engineers, Los Angeles District, 1975), by United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Studies to determine the feasibility of a baffled apron drop as a spillway energy dissipator : Conconully Dam spillway, Okanogan Project, Washington (Hydraulics Branch, Division of General Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1971), by T. J. Rhone and Engineering and Research Center. Hydraulics Branch (page images at HathiTrust)
• Supercritical flow in curved channels : hydraulic model investigation (Army Engineer District, Los Angeles, 1972), by United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Development of alluvial streams for navigation (Waterways Experiment Station, 1971), by John J. Franco (page images at HathiTrust)
• Hydraulic model investigation: culvert tainter valves, New Lock No. 19, Mississippi River (Waterways Experiment Station, 1961), by Waterways Experiment Station (U.S.), Edmund H. Lang, A.P. Rollins, and United States Army Corps of Engineers (page images at HathiTrust)
• Model materials evaluation : sand tests ; a hydraulic laboratory investigation (Vicksburg, Mississippi : WES, 1976., 1976), by Ernest C. McNair, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Hydraulic balance concept and tubesheet leakage : FFTF hydraulic feature model (Richland, Washington : Battelle Memorial Institute, Pacific Northwest Laboratory, 1968, 1968), by P. M. Jackson, U.S. Atomic Energy Commission, and Pacific Northwest Laboratory (page images at HathiTrust)
• Chesapeake Bay low freshwater inflow study. Main report. (U.S. Army Corps of Engineers, Baltimore District, 1984), by United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Old River Low-Sill Control Structure : dynamic hydraulic forces acting on the stilling basin, survey boat safety, and debris passage; hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Hydraulic sediment model study for proposed Blanco Diversion Dam modification (Hydraulics Branch, Division of Research, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1981), by R. A Dodge and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Correlated studies of Vancouver Lake : hydraulic model study (Washington, D. C. : United States Environmental Protection Agency, Office of Research and Monitoring, 1972., 1972), by John F. Orsborn, United States. Environmental Protection Agency. Office of Research and Monitoring, R.L. Albrook Hydraulics Laboratory, and Water Quality Control Research Program (Robert S. Kerr Water Research Center) (page images at HathiTrust)
• Mississippi River, Baton Rouge to Gulf of Mexico ; investigations and data collection for model study of Southwest Pass, Mississippi River; prototype investigation. (U.S. Army Engineer District, New Orleans, Corps of Engineers, 1959), by United States Army Corps of Engineers (page images at HathiTrust)
• Prototype tidal data analysis for Mississippi Sound and adjacent areas (U.S. Army Engineer Waterways Experiment Station, 1983), by Douglas G. Outlaw, U.S. Army Engineer Waterways Experiment Station, United States. Army. Corps of Engineers. Mobile District, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Physical model studies of proposed hurricane surge protection schemes (U.S. Army Engineer Waterways Experiment Station, 1972), by Noble J. Brogdon, F. A. Herrmann, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Operating forces on miter-type lock gates. (Waterways Experiment Station, 1964), by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Los Angeles and Long Beach Harbors Model Enhancement Program : improved physical model harbor resonance methodology (US Army Corps of Engineers Waterways Experiment Station, 1993), by William C. Seabergh, Leonette J. Thomas, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), Port of Long Beach, WORLDPORT LA., and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)

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