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Channels (Hydraulic engineering) -- Computer simulation

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• Channels (Hydraulic engineering)
• Channels (Hydraulic engineering) -- Mathematical models
• Channels (Hydraulic engineering) -- Simulation methods
• Computer simulation

• Full Equations (FEQ) model for the solution of the full, dynamic equations of motion for one-dimensional unsteady flow in open channels and through control structures (U.S. Dept. of the Interior, U.S. Geological Survey ;, 1997), by Delbert D. Franz, Charles S. Melching, Geological Survey (U.S.), Illinois. Office of Water Resources, and Du Page County (Ill.). Department of Environmental Concerns (page images at HathiTrust)
• New developments in HEC programs for flood control (US Army Corps of Engineers, The Hydrologic Engineering Center, 1986), by Vernon R. Bonner and Hydrologic Engineering Center (U.S.) (page images at HathiTrust)

Items below (if any) are from related and broader terms.

• Correlation between the quantity of bed load and suspended load in rivers (Zależność miedzy ilościa rumowiska wleczonego i unoszonego w rzekach́) Translated from Polish (Published for the U.S. Dept. of the Interior and the National Science Foundation, Washington, D.C., by the Scientific Publications Foreign Cooperation Center, Central Institute for Scientific, Technical and Economic Information, 1968), by Walenty Jarocki (page images at HathiTrust; US access only)
• Hydraulics of the Atchafalaya basin main channel system : considerations from a multiuse management standpoint (Environmental Protection Agency, Office of Research and Development, [Office of Monitoring and Technical Support], Environmental Monitoring and Support Laboratory ;, 1979), by Johannes L. Van Beek, Nev.) Environmental Monitoring and Support Laboratory (Las Vegas, and Inc Coastal Environments (page images at HathiTrust)
• Hydraulic design of energy dissipators for culverts and channels (U.S. Dept. of Transportation, Federal Highway Administration, 1983), by M. L. Corry and United States. Federal Highway Administration (page images at HathiTrust)
• Rock riprap design for protection of stream channels near highway structures. Volume 1, Hydraulic characteristics of open channels (U.S. Geological Survey ;, 1986), by J. C. Blodgett, Geological Survey (U.S.), and United States. Federal Highway Administration (page images at HathiTrust)
• Man-induced channel adjustment in Tennessee streams (U.S. Dept. of the Interior, Geological Survey ;, 1983), by Clarence H. Robbins, Andrew Simon, Tennessee. Department of Transportation, and Geological Survey (U.S.) (page images at HathiTrust)
• Manning formula tables for solving hydraulic problems (McGraw-Hill, 1937), by Horace Williams King (page images at HathiTrust)
• The prediction of tidal flows in canals and estuaries ([publisher not identified], 1954), by H. A. Einstein, Robert A Fuchs, and United States. Army. Corps of Engineers. Committee on Tidal Hydraulics (page images at HathiTrust)
• HFIR heat-transfer studies of turbulent water flow in thin rectangular channels (Oak Ridge National Laboratory, 1961), by W. R. Gambill, R. D. Bundy, U.S. Atomic Energy Commission, and Oak Ridge National Laboratory. Reactor Division (page images at HathiTrust)
• An instrument to measure stream channel gradient and profiles (Dept. of Agriculture, Forest Service, Pacific Northwest Forest and Range Experiment Station, 1980), by William J. Walkotten, Mason D. Bryant, United States Forest Service, and Or.) Pacific Northwest Forest and Range Experiment Station (Portland (page images at HathiTrust)
• Turbulence modeling and sediment transport (U.S. Army Engineer Waterways Experiment Station, 1997), by Fabian Lopez, Marcelo Garcia, Wetlands Research Program (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Design of open channels. (Dept. of Agriculture, Soil Conservation Service, Engineering Division, 1977), by United States. Soil Conservation Service. Engineering Division (page images at HathiTrust)
• Stability design of grass-lined open channels (U.S. Dept. of Agriculture, Agricultural Research Service ;, 1987), by D. M. Temple (page images at HathiTrust)
• A study of early gully-control structures in the Colorado front range (Rocky Mountain Forest and Range Experiment Station, 1960), by Burchard H. Heede, United States Forest Service, and Colo.) Rocky Mountain Forest and Range Experiment Station (Fort Collins (page images at HathiTrust)
• Hydraulics of large bed element channels (Utah Water Research Laboratory, College of Engineering, Utah State University, 1969), by Harl Elmer Judd, Dean F. Peterson, and Utah Water Research Laboratory (page images at HathiTrust; US access only)
• Report on hydraulic study for eliminating maintenance dredging in Southwest Pass (U. S. Engineer Office, New Orleans District, 1933), by United States. Army. Corps of Engineers. New Orleans District and Henry Hutchings (page images at HathiTrust)
• Hydrotechnik. (In Commission bei G.C. Nauck, 1820), by Franz Ernst Theodor Funk (page images at HathiTrust)
• Supercritical flow flumes for measuring sediment-laden flow (U.S. Dept. of Agriculture, Agricultural Research Service, 1982), by R. E. Smith and United States. Agricultural Research Service (page images at HathiTrust)
• Effective hydraulic roughness for channels having bed roughness different from bank roughness : a state-of-the-art report (U.S. Army Engineer Waterways Experiment Station, 1973), by Robert George Cox (page images at HathiTrust)
• Boundary effects of uniform size roughness elements in two-dimensional flow in open channels (Waterways Experiment Station, 1968), by Bobby J. Brown and Yen-Hsi Chu (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)
• 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)
• Radioactive sediment tracer tests, Houston Ship Channel, Houston, Texas (Waterways Experiment Station, 1969), by E. Dale Hart and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Tidal inlet response to jetty construction : general investigation of tidal inlets (Dept. of the Army, Corps of Engineers, 1981), by James M. Kieslich, United States Army Corps of Engineers, U.S. Army Engineer Waterways Experiment Station, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Lock approach canal surge and tow squat at Lock and Dam 17, Arkansas River Project : mathematical model investigation (U.S. Waterways Experiment Station ;, 1980), by Carl J. Huval, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Tulsa District (page images at HathiTrust)
• Agitation dredging : lessons and guidelines from past projects (U.S. Army Engineer Waterways Experiment Station ;, 1984), by Thomas W. Richardson and United States Army Corps of Engineers (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)
• 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)
• Memorie idrostatico-storiche delle operazioni eseguite nell'inalveazione del Reno di Bologna e degli altri minori torrenti per la linea di primaro al mare dall'anno 1765 fino al 1772 / 1-2 (Presso la Societa' Tipografica, 1773), by Antonio Lecchi and Antonio Cavagna Sangiuliani di Gualdana (page images at HathiTrust)
• Determination and discussion of the coefficient of roughness ("n") in Kutter's Formula for conduits (1915), by Raymond Matthew (page images at HathiTrust)
• Aid to navigation configurations and the physical characteristics of waterways in 32 major U.S. ports : interim technical report (Office of Research and Development, United States Coast Guard ;, 1979), by W. R. Bertsche, R. T. Mercer, United States. Coast Guard. Office of Research and Development, and Eclectech Associates (page images at HathiTrust)
• Aids to navigation principal findings report on the channel width experiment : the effects of channel width and related variables on piloting performance : interim report (U.S. Coast Guard, Office of Research and Development ;, 1981), by M. W. Smith, W. R. Bertsche, United States. Coast Guard. Office of Research and Development, and Eclectech Associates (page images at HathiTrust)
• The Montreal, Ottawa and Georgian Bay navigaiton report on the summit section Lake Nipissing to Talon Lake (s.n.], 1900), by Henry A. F. MacLeod (page images at HathiTrust)
• Official documents and other information relating to the improvement of the ship channel between Montreal and Québec (Harbour Commissioners of Montreal, 1884), by Harbour Commissioners of Montreal (page images at HathiTrust)
• Effects of engineering works on water currents (s.n., 1896), by Cyrus Carroll and Canadian Society of Civil Engineers (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: hydraulic capacity of meandering channels in straight floodways (U.S. Waterways Experiment Station, 1956), by Waterways Experiment Station (U.S.) and United States Army Corps of Engineers (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)
• 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)
• 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: 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: 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: 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: 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: 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)
• 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: 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: Kaskaskia River navigation project, Illinois (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: 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: 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: 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: 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)
• 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: 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: 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: 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)
• 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)
• Design for small-boat harbor improvements, Port Washington Harbor, Wisconsin : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Robert R. Bottin, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Chicago 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)
• 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)
• Effects of depth on dredging frequency : Report 1 : Survey of district offices (The Station, 1978), by Michael J. Trawle, Hydraulics Laboratory (U.S.), and United States. Army. Office of the Chief of Engineers (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)
• Navigation conditions, Suck Bend Reach, Chattahoochee River, Alabama and Georgia : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), by Bertrand K. Melton, John J. Franco, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Walnut Creek channel improvement project, Contra Costa County, California : hydraulic model investigation (Waterways Experiment Station ;, 1978), by John F. George, United States. Army. Corps of Engineers. San Francisco District, and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Design for harbor entrance improvements, Wells Harbor, Maine : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), by Robert R. Bottin, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Row-charge craters through terrain with a single elevation change : A contribution to the PLOWSHARE program) (Sandia Corporation, 1963), by Luke J. Vortman, L. N. Schofield, U.S. Atomic Energy Commission, Sandia Corporation, and Project Plowshare (U.S.) (page images at HathiTrust; US access only)
• 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)
• Extremal analysis of hindcast and measured wind and wave data at Kodiak, Alaska (Dept. of the Army, Waterways Experiment Station, Corps of Engineers ;, 1985), by Michael E. Andrew, Jane M. McKee, Orson P. Smith, United States. Army. Corps of Engineers. Alaska District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Effects of depth on dredging frequency : Report 2 : Methods of estuarine shoaling analysis (The Station ;, 1981), by Michael J. Trawle, Hydraulics Laboratory (U.S.), and United States. Army. Office of the Chief of Engineers (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)
• Ship simulation study of John F. Baldwin (Phase II) navigation channel, San Francisco Bay, California (Dept. of the Army, Waterways Experiment Station, Corps of Engineers ;, 1985), by C. J. Huval, Robert T. Garner, Bradley Comes, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Sand wave shoaling in navigation channels (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Douglas R. Levin, Michael P. Alexander, W. Jeff Lillycrop, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and Improvement of Operations and Maintenance Techniques Research Program (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)
• 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)
• 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)
• 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)
• 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)
• 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)
• Sedimentation investigation, Chesapeake Bay hydraulic model investigation (Waterways Experiment Station ;, 1985), by Rutherford C. Berger, Michael J. Trawle, David R. Richards, Robert F. Athow, Samuel B. Heltzel, United States. Army. Corps of Engineers. Norfolk District, and U.S. Army Engineer Waterways Experiment Station (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)
• Buck Island Reach, Mississippi River : Hydraulic model investigation (Waterways Experiment Station ;, 1985), by Charles R. Nickles, J. Edwin Glover, Thomas J. Pokrefke, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Memphis District (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)
• Verification of the hydrodynamic and sediment transport hybrid modeling system for Cumberland Sound and Kings Bay navigation channel, Georgia (Waterways Experiment Station ;, 1989), by Mitchell A. Granat, William H. McAnally, John T. Cartwright, Noble J. Brogdon, Ga.) Naval Submarine Base (Kings Bay, United States. Naval Facilities Engineering Command, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• New Madrid Pumping Station, gravity flow conduit and confluence, New Madrid Floodway, Missouri : hydraulic model investigation (Waterways Experiment Station ;, 1990), by J. R. Leech, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Memphis District (page images at HathiTrust)
• Velocities induced by commercial navigation (Waterways Experiment Station ;, 1990), by Stephen T. Maynord, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Experimental design of low rectangular drops for alluvial flood channels (California Institute of Technology, Sedimentation Laboratory, 1962), by Vito A. Vanoni, United States. Soil Conservation Service, and California Institute of Technology. Sedimentation Laboratory (page images at HathiTrust; US access only)
• Procedures for preliminary analysis of tidal inlet hydraulics and stability (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), by Robert M. Sorensen and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A model study of the entrance channel, Depoe Bay, Oregon (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1967., 1967), by John P. Ahrens and Coastal Engineering Research Center (U.S.) (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)
• Soil as a factor in shoaling processes : a literature review. (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Committee on Tidal Hydraulics, 1960., 1960), by Waterways Experiment Station (U.S.) and United States. Army. Corps of Engineers. Committee on Tidal Hydraulics (page images at HathiTrust)
• Effects of proposed harbor modifications on wave conditions, harbor resonance, and tidal circulation at Fish Harbor, Los Angeles, California : Physical and numerical model investigations (U.S. Army Engineer Waterways Experiment Station ;, 1985), by Robert R. Bottin, William C. Seabergh, Douglas G. Outlaw, Port of Los Angeles, and U.S. Army Engineer Waterways Experiment Station (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)
• Three-dimensional hydrodynamic model verification (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1995., 1995), by Rutherford C. Berger, J.H. Schmidt, W.D. Martin, R.T. McAdory, Waterways Experiment Station (U.S.), Hydraulics Laboratory (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)
• Design criteria for lateral dikes in estuaries (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), by Rutherford C. Berger, Michael P. Alexander, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
• Report for the Panama Canal Zone on the location design and estimated cost of the Madden dam and power plant ([Denver, Colorado] : Bureau of Reclamation, 1930., 1930), by R. F. Walter and J. L. Savage (page images at HathiTrust; US access only)
• Channel depth as a factor in estuarine sedimentation (Waterways Experiment Station, 1965), by H. B. Simmons (page images at HathiTrust)
• The theoretical basis for non-linear electric analogs for open channel flow (University of California, Institute of Engineering Research, 1957), by James Albert Harder and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Los Gatos Creek energy dissipators. (University of California, Institute of Engineering Research, 1958), by George Kalkanis and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Experimental investigations of flow in curved channels : abstract of results and recommendations (U.S. Engineer Office, 1938), by Arthur T. Ippen, Robert T. Knapp, Los Angeles County Flood Control District, and California Institute of Technology. Hydraulics Structures Laboratory (page images at HathiTrust; US access only)
• The distribution of air in self-aerated flow in a smooth open channel (St. Anthony Falls Hydraulic Laboratory, University of Minnesota, 1955), by Alvin G. Anderson, Lorenz G. Straub, St. Anthony Falls Hydraulic Laboratory, and United States. Office of Naval Research (page images at HathiTrust)
• Channel deterioration study of natural and artificial drainageways in Republican, Loup, and Little Sioux River areas, Nebraska and Iowa. (U.S. Dept. of the Interior, Bureau of Reclamation, 1953), by United States Bureau of Reclamation (page images at HathiTrust)
• Reaeration in open-channel flow (U.S. Govt. Print. Off., 1972), by J. P. Bennett and R. E. Rathbun (page images at HathiTrust; US access only)
• Exploratory laboratory study of lateral turbulent diffusion at the surface of an alluvial channel (Washington, 1964), by William W. Sayre and A. R. Chamberlain (page images at HathiTrust)
• Hydraulic geometry of a small tidal estuary (U.S. Govt. Print. Off., 1963), by Robert M. Myrick and Luna B. Leopold (page images at HathiTrust)
• Summary of alluvial channel data from flume experiments, 1956-61 (U.S.Govt.Print.Off., 1966), by Harold P. Guy, E. V. Richardson, and Daryl B. Simons (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)
• 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)
• The behavior of straight open channels with movable beds. (U.S. Govt. Print. Off., 1969), by Thomas Maddock (page images at HathiTrust; US access only)
• Principles and measuring techniques of turbulence characteristics in open-channel flows (U.S. Govt. Print. Off., 1973), by R. S. McQuivey (page images at HathiTrust)
• Stockton Ship Channel bank protection : San Francisco Bay to Stockton, California (John F. Baldwin and Stockton Ship Channels). (The Corps, 1971), by United States Army Corps of Engineers (page images at HathiTrust)
• Effects of changes in an alluvial channel on the timing, magnitude, and transformation of flood waves, southeastern Arizona (U.S. Dept. of the Interior, Geological Survey : for sale by the Supt. of Docs., U.S. Govt. Print. Off., 1975), by D. E. Burkham and Geological Survey (U.S.) (page images at HathiTrust)
• Principles and measuring techniques of turbulence characteristics in open-channel flows (United States, Dept. of the Interior, Geological Survey, Water Resources Division, 1972), by R. S. McQuivey and Geological Survey (U.S.) (page images at HathiTrust; US access only)
• Self-aerated flow on Corps of Engineers spillways (U.S. Army Engineer Waterways Experiment Station, 1994), by Steven C. Wilhelms, John S. Gulliver, Water Quality Research Program (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Use of flumes in measuring discharge (U.S. Gov't. Print. Off., 1983), by F. A. Kilpatrick and V. R. Schneider (page images at HathiTrust; US access only)
• Public hearing : John F. Baldwin & Stockton Ship Channels, Martinez, California, April 23, 1971 ([The Committee], 1971), by California. Legislature. Senate. Committee on Natural Resources and Wildlife (page images at HathiTrust; US access only)
• Evaluation of an experimental jet fluidizer for removal of sand waves in the Columbia River. Report 1, 1987 exercise ([U.S. Army Engineer Waterways Experiment Station] ;, 1990), by William D Martin, Michael P Alexander, Glynn E Banks, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Improvement of Operations and Maintenance Techniques Research Program (page images at HathiTrust)
• Schematic numerical modeling of harbor deepening effects on sedimentation : Charleston, South Carolina (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Allen M. Teeter, Walter Pankow, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)
• 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)
• Stable riprap size for open channel flows (U.S. Army Engineer Waterways Experiment Station, 1988), by Stephen T. Maynord, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Determination of the Manning coefficient from measured bed roughness in natural channels (U.S. Dept. of the Interior, Geological Survey, Water Resources Division, 1969), by J. T. Limerinos and California Department of Water Resources (page images at HathiTrust)
• General design for Ventura Marina, Ventura County, California. (The Corps, 1970), by United States Army Corps of Engineers (page images at HathiTrust)
• The effect of channelization on the environment. Hearing, Ninety-second Congress, first session. July 27, 1971. (U.S. Govt. Print. Off., 1971), by United States. Congress. Senate. Committee on Public Works. Subcommittee on Flood Control: Rivers and Harbors (page images at HathiTrust; US access only)
• Compaction of soil on canal side slopes (Bureau of Reclamation, 1989), by Chester W. Jones and United States Bureau of Reclamation (page images at HathiTrust)
• Application of channel stability methods : case studies (U.S. Army Engineer Waterways Experiment Station, 1994), by Ronald R. Copeland, Flood Control Channels Research Program, Hydraulics Laboratory (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Environmental analysis and assessment of the Mississippi River 9-ft channel project between St. Louis, Missouri, and Cairo, Illinois : final report (Waterways Experiment Station ;, 1974), by Jeffrey H. Johnson and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Roughness coefficients of cobble-strewn streams. Part A, Cubical roughness elements in transverse rows, symmetric and random patterns for low flows (The Pennsylvania State University, College of Engineering, 1963), by John B. Herbich and Sam Shulits (page images at HathiTrust; US access only)
• The relation of turbulance to diffusion in open-channel flows (U.S. Dept. of the Interior, Geological Survey, Water Resources Division, 1971), by Thomas N. Keefer (page images at HathiTrust)
• Tidal flow in entrances : water-level fluctuations of basins in communication with seas (Waterways Experiment Station, 1967), by Garbis H. Keulegan (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)
• Hydraulic geometry of river cross-sections : theory of minimum variance (Dept. of the Interior, Geological Survey : for sale by the Supt. of Docs. U.S. Govt. Print. Off., 1978), by Garnett P. Williams and Geological Survey (U.S.) (page images at HathiTrust)
• Performance characteristics of a grassed-waterway transition (Dept. of Agriculture, Agricultural Research Service, [Southern Region], 1977), by W O. Ree, Oklahoma Agricultural Experiment Station, and United States. Agricultural Research Service. Southern Region (page images at HathiTrust)
• Guide for selecting Manning's roughness coefficients for natural channels and flood plains (U.S. Federal Highway Administration, Office of Implementation ;, 1984), by G. J. Arcement, V. R. Schneider, Geological Survey (U.S.). Water Resources Division, and United States. Federal Highway Administration. Office of Implementation (page images at HathiTrust)
• Hydraulic design of energy dissipators for culverts and channels (U.S. Dept. of Transportation, Federal Highway Administration : for sale by the Supt. of Docs., U.S. Govt. Print. Off, 1975), by United States. Federal Highway Administration and M. L Corry (page images at HathiTrust)
• Design of stable channels with flexible linings (U.S. Dept. of Transportation, Federal Highway Administration : for sale by the Supt. of Docs., U.S. Govt. Print. Off, 1975), by United States. Federal Highway Administration (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)
• Phase 1 model study results, Copeland Cut Reach, St. Lawrence River : numerical model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1989), by R. E. Heath, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Buffalo District (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)
• Sediment transport in hyperconcentrated flows in sand-bed streams of volcanic origin (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Bobby J. Brown, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Review of environmental consequences of waterway design and construction practices as of 1979 (U.S. Army Engineer Waterways Experiment Station ;, 1982), by Edward L. Thackston, Robert B. Sneed, Environmental Laboratory (U.S.), Environmental and Water Quality Operational Studies (U.S.), and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Environmental features for flood-control channels (The Station :, 1982), by F. Douglas Shields, U.S. Army Engineer Waterways Experiment Station, Environmental and Water Quality Operational Studies (U.S.), Environmental Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Rogue River, Oregon. (Committee on Tidal Hydraulics, 1970), by United States. Army. Corps of Engineers. Committee on Tidal Hydraulics (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)
• 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)
• Geological investigation of the Atchafalaya Basin and the problem of Mississippi River diversion (Waterways Experiment Station, 1952), by Waterways Experiment Station (U.S.), Harold Norman Fisk, and United States. Mississippi River Commission (page images at HathiTrust)
• Roughness characteristics of natural channels (U.S. Govt. Print. Off., 1967), by Harry H. Barnes (page images at HathiTrust; US access only)
• Design of roadside channels with flexible linings (Federal Highway Administration, [Office of Implementation, 1988), by Y. H. Chen, G. K. Cotton, United States. Federal Highway Administration. Office of Implementation, and Li & Associates Simons (page images at HathiTrust)
• A case history of Port Mansfield Channel, Texas (Dept. of Defense, Dept. of the Army, Corps of Engineers, Coastal Engineering Research Center ;, 1977), by James M. Kieslich, Waterways Experiment Station (U.S.), and Coastal Engineering Research Center (U.S.) (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)
• Flow augmenting effects of additives on open channel flows (For sale by the Supt. of Docs., U.S. Govt. Print. Off., 1973), by Charles Derick, Charles Logie, and United States. Environmental Protection Agency. Office of Research and Monitoring (page images at HathiTrust)
• Sacramento River Deep Water Ship Channel : investigation for navigation and related purposes : information brochure. (U.S. Army Corps of Engineers], 1976), by United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulic data for shallow open-channel flow in a high-gradient flume with large bed material (Dept. of the Interior, U.S. Geological Survey ;, 1989), by Fred J. Watts and Geological Survey (U.S.) (page images at HathiTrust)
• Estimation of roughness coefficients for natural stream channels with vegetated banks (U.S. Geological Survey :, 1998), by William F. Coon, New York (State). Department of Transportation, and Geological Survey (U.S.) (page images at HathiTrust)
• Kings River channel improvement project, Cole Slough-Laton area, California. (The Corps, 1975), by United States Army Corps of Engineers (page images at HathiTrust)
• Effects of channel modifications on the hydrology of Chicod Creek Basin, North Carolina, 1975-87 (Dept. of the Interior, U.S. Geological Survey ;, 1990), by Robert R. Mason, Sharon A. Watkins, Clyde E. Simmons, Geological Survey (U.S.), and United States. Soil Conservation Service (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)
• Resistance coefficients and velocity distribution smooth rectangular channel (U.S. G.P.O., 1961), by H. J. Tracy and Geological Survey (U.S.) (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)
• 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)
• Reaeration in open-channel flow (U.S. Dept. of the Interior, Geological Survey, 1971), by J. P. Bennett and R. E. Rathbun (page images at HathiTrust)
• Determination of channel capacity of reaches of Ash and Berenda Sloughs and a reach of the Chowchilla River, Madera County, California (U.S. Dept. of the Interior, Geological Survey, Water Resources Division, 1971), by G. L. Bertoldi, Geological Survey (U.S.). Water Resources Division, and California. Reclamation Board (page images at HathiTrust)
• Planning & design of open channels. (U.S. Dept. of Agriculture, Soil Conservation Service, Engineering Division, 1964), by United States. Soil Conservation Service. Engineering Division (page images at HathiTrust)
• Determination of channel capacity of the Mokelumne River downstream from Camanche Dam, San Joaquin and Sacramento Counties, California (U. S. Dept. of the Interior, Geological Survey, Water Resources Division, 1972), by Robert G. Simpson, Geological Survey (U.S.). Water Resources Division, and California. Reclamation Board (page images at HathiTrust)
• An analytical treatment of channel-morphology relations (U.S. Dept. of the Interior, Geological Survey ;, 1983), by W. R. Osterkamp, G. R. Foster, Leonard J. Lane, and Geological Survey (U.S.) (page images at HathiTrust)
• The structure of a turbulent flow in a channel of complex shape (U.S. Dept. of the Interior, Geological Survey : for sale by the Supt. of Docs., U.S. Govt. Print. Off., 1976), by H. J. Tracy and Geological Survey (U.S.) (page images at HathiTrust)
• Determination of channel capacity of the San Joaquin River downstream from the Merced River, Merced, Stanislaus and San Joaquin Counties, California (U.S. Dept. of the Interior, Geological Survey, Water Resources Division, 1974), by Robert G. Simpson, James Comstock Blodgett, California. Reclamation Board, and Geological Survey (U.S.). Water Resources Division (page images at HathiTrust; US access only)
• Man-made cutoffs on the lower Mississippi River, conception, construction and river response (Army Engineer District, Vicksburg, 1977), by Brien R. Winkley (page images at HathiTrust)
• Navigation simulation study, mouth of the Colorado River, Matagorda, Texas (U.S. Army Engineer Waterways Experiment Station, 1997), by Michelle M. Thevenot, Larry L. Daggett, 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. Galveston District (page images at HathiTrust)
• Guidelines for predicting maximum nearshore sand level changes on unobstructed beaches (U.S. Army Engineer Waterways Experiment Station, 1984), by Allan E. DeWall, Julie A. Christenson, U.S. Army Engineer Waterways Experiment Station, and Calif.) Naval Civil Engineering Laboratory (Port Hueneme (page images at HathiTrust)
• Boundary effects of graded roughness elements in two-dimensional flow in open channels (U.S. Army Engineer Waterways Experiment Station, 1970), by B. J. Brown, U.S. Army Engineer Waterways Experiment Station, and United States. Assistant Secretary of the Army (R & D) (page images at HathiTrust)
• Cross Florida barge canal restudy report : summary (Department of the Army, Jacksonville District, Corps of Engineers, 1976), by United States. Army. Corps of Engineers. Jacksonville District and United States Army Corps of Engineers (page images at HathiTrust)
• Cross Florida barge canal restudy report, environmental (Department of the Army, Jacksonville District, Corps of Engineers, 1976), by United States. Army. Corps of Engineers. Jacksonville District and United States Army Corps of Engineers (page images at HathiTrust)
• Cross Florida Barge Canal restudy report (Department of the Army, Jacksonville District, Corps of Engineers, 1975), by United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Amplification criterion of gradually varied, single peaked waves (Colorado State University, 1971), by John Peter Jolly, Vujica M. Yevjevich, and Colorado State University. Hydrology and Water Resources Program (page images at HathiTrust; US access only)

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