Hydrodynamics -- Simulation methodsSee also what's at your library, or elsewhere.
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Filed under: Hydrodynamics -- Simulation methods
Filed under: Hydrodynamics -- Simulation methods -- Handbooks, manuals, etc.
Filed under: Groundwater flow -- Simulation methods Documentation of a computer program to simulate lake-aquifer interaction using the MODFLOW ground-water flow model and the MOC3D solute-transport model (U.S. Dept. of the Interior, U.S. Geological Survey ;, 2000), by Michael L. Merritt, Leonard F. Konikow, Geological Survey (U.S.), Southwest Florida Water Management District (Fla.), and St. Johns River Water Management District (Fla.) (page images at HathiTrust) A digital simulation of the glacial-aquifer system in the northern three-fourths of Brown County, South Dakota (Dept. of the Interior, U.S. Geological Survey ;, 1990), by Patrick J. Emmons, Geological Survey (U.S.), Aberdeen (S.D.), and South Dakota. Department of Water and Natural Resources (page images at HathiTrust) Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico (Dept. of the Interior, U.S. Geological Survey ;, 1988), by Douglas P. McAda, Maryann Wasiolek, Geological Survey (U.S.), Santa Fe (N.M.). Metropolitan Water Board, and New Mexico. State Engineer Office (page images at HathiTrust) Simulations of flow in the Edwards-Trinity aquifer system and contiguous hydraulically connected units, west-central Texas (U.S. Geological Survey ;, 1994), by Eve L. Kuniansky, Kelly Q. Holligan, National Regional Aquifer Systems Analysis Program (U.S.), and Geological Survey (U.S.) (page images at HathiTrust) Geohydrology and simulation of ground-water flow in the Mesilla Basin, Doña Ana County, New Mexico, and El Paso County, Texas (U.S. G.P.O. ;, 1992), by Peter F. Frenzel, Scott K. Anderholm, and C. A. Kaehler (page images at HathiTrust)
Filed under: Hydrodynamics -- Computer simulationFiled under: Hydrodynamics -- Mathematical models Results of a joint U.S.A./U.S.S.R. hydrodynamic and transport modeling project (Environmental Protection Agency, Office of Research and Development, Environmental Research Laboratory ;, 1979), by Large Lakes Research Station, John F. Paul, and Minn.) Environmental Research Laboratory (Duluth (page images at HathiTrust) Enhanced hydrodynamical-numerical model for near-shore processes (Environmental Protection Agency, Office of Research and Development, Corvallis Environmental Research Laboratory, 1978), by R. A Bauer, A. D Stroud, Inc Compass Systems, and Corvallis Environmental Research Laboratory (page images at HathiTrust) Evaluation of the matrix exponential for use in ground-water-flow and solute-transport simulations : theoretical framework (U.S. Dept. of the Interior, Geological Survey ;, 1986), by Amjad M. J. Umari, Steven M. Gorelick, and Geological Survey (U.S.) (page images at HathiTrust) Modeling hydrodynamics and water quality in Herrington Lake, Kentucky (U.S. Dept. of the Interior, U.S. Geological Survey ;, 2000), by Angela S. Crain, Geological Survey (U.S.), and Kentucky Natural Resources and Environmental Protection Cabinet (page images at HathiTrust) Calibration and validation of a two-dimensional hydrodynamic model of the Ohio River, Jefferson County, Kentucky (U.S. Dept. of the Interior, U.S. Geological Survey ;, 2001), by C. Russell Wagner, David S. Mueller, Geological Survey (U.S.), and Ohio River Valley Water Sanitation Commission (page images at HathiTrust) Two-dimensional hydrodynamic simulation of surface-water flow and transport to Florida Bay through the Southern Inland and Coastal Systems (SICS) (U.S. Dept. of the Interior, U.S. Geological Survey ;, 2004), by Eric D. Swain, Geological Survey (U.S.), Critical Ecosystem Studies Initiative (U.S.), and U.S. Geological Survey Priority Ecosystem Science Program (page images at HathiTrust) Circulation patterns in Lake Superior (University of Wisconsin, Water Resources Center, Hydraulic and Sanitary Laboratory, 1973), by John A. Hoopes and University of Wisconsin. Water Resources Center. Hydraulic and Sanitary Laboratory (page images at HathiTrust) Contribution to the theory of two-phase, one-component critical flow (Argonne National Laboratory, 1962), by Hans K. Fauske and Argonne National Laboratory. Reactor Engineering Division (page images at HathiTrust) HCT : a general computer program for calculating time-dependent phenomena involving one-dimensional hydrodynamics, transport, and detailed chemical kinetics (Lawrence Livermore Laboratory, University of California ;, 1978), by Carl M. Lund, United States. Dept. of Energy, and Lawrence Livermore Laboratory (page images at HathiTrust) The effect of waves on the ideal fluid forces acting on a slender axisymmetric body having three degrees of freedom (Missiles and Space Division, Lockheed Aircraft Corp., 1962), by J. W. Cuthbert, K. P Kerr, and Lockheed Missiles and Space Company (page images at HathiTrust) Wave forces on models of submerged offshore structures (Texas A & M University, 1975), by Paul E. Versowsky and John Bronislaw Herbich (page images at HathiTrust) Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina (U.S. Army Engineer Waterways Experiment Station ;, 1985), by James R. Houston, Bruce A. Ebersole, Lucia W. Chou, Paul D. Farrar, Abhimanyu Swain, S. Rao Vemulakonda, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Wilmington District (page images at HathiTrust) Mathematical modeling of three-dimensional coastal currents and sediment dispersion : model development and application (Office, Chief of Engineers, U.S. Army ;, 1983), by Y. Peter Sheng, United States Army Corps of Engineers, Hydraulics Laboratory (U.S.), and Aeronautical Research Associates of Princeton (page images at HathiTrust) Numerical simulation of Oregon Inlet control structures' effects on storm and tide elevations in Pamlico Sound (U.S. Army Engineer Waterways Experiment Station ;, 1984), by David A. Leenknecht, Jeff A. Earickson, H. Lee Butler, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Wilmington District (page images at HathiTrust) An analytical solution for the squeeze film between a nondeformable sphere and groove (National Aeronautics and Space Administration ;, 1972), by Charles W. Allen, Michael P. Wilson, Lewis Research Center, and Chico California State University (page images at HathiTrust) Liquid behavior in the reservoir of the sound suppressor system (National Aeronautics and Space Administration ;, 1966), by Helmut F. Bauer and George C. Marshall Space Flight Center (page images at HathiTrust) Taylor instability of incompressible liquids (United States Atomic Energy Commission, Technical Information Service, 1953), by Enrico Fermi and John Von Neumann (page images at HathiTrust) An inventory of some force producers for use in marine vehicle control (David W. Taylor Naval Ship Research and Development Center, 1979), by Michael B. Wilson, Christian Von Kerczek, and David W. Taylor Naval Ship Research and Development Center (page images at HathiTrust) A method for the numerical solution of transient hydrodynamic shock problems in two space dimensions (Los Alamos Scientific Laboratory of the University of California, 1955), by Harwood G. Kolsky, Los Alamos Scientific Laboratory, and U.S. Atomic Energy Commission (page images at HathiTrust) On the derivation of difference equations for hydrodynamics (Los Alamos Scientific Laboratory of the University of California, 1957), by A. H. Taub, U.S. Atomic Energy Commission, and Los Alamos Scientific Laboratory (page images at HathiTrust) The particle-in-cell method for hydrodynamic calculatons (Los Alamos Scientific Laboratory of the University of California, 1957), by Martha W. Evans, Eleazer Bromberg, Francis H. Harlow, Los Alamos Scientific Laboratory, and U.S. Atomic Energy Commission (page images at HathiTrust) A study of a numerical solution to a two-dimensional hydrodynamical problem (Los Alamos Scientific Laboratory of the University of California, 1958), by Mary Tsingou, A. H. Taub, N. Metropolis, Alexander Blair, Los Alamos Scientific Laboratory, and U.S. Atomic Energy Commission (page images at HathiTrust) Numerical study of the motions of variously-shaped slabs accelerated by a hot gas (Los Alamos Scientific Laboratory of the University of California, 1959), by Francis H. Harlow, Donald O. Dickman, Los Alamos Scientific Laboratory, and U.S. Atomic Energy Commission (page images at HathiTrust) Two-dimensional hydrodynamic calculations (Los Alamos Scientific Laboratory of the University of California, 1959), by Francis H. Harlow, Robert E. Martin, David E. Harris, Donald O. Dickman, Los Alamos Scientific Laboratory, and U.S. Atomic Energy Commission (page images at HathiTrust) An unconditionally stable implicit difference scheme for the hydrodynamical equations (Los Alamos Scientific Laboratory of the University of California, 1964), by James Turner, Burton Wendroff, Los Alamos Scientific Laboratory, and U.S. Atomic Energy Commission (page images at HathiTrust) Effects of wind on circulation in Los Angeles-Long Beach Harbors (U.S. Army Engineer Waterways Experiment Station, 1994), by William C. Seabergh, David J. Mark, Lucia W. Chou, S. Rao Vemulakonda, 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) Storm impact assessment for beaches at Panama City, Florida (U.S. Army Engineer Waterways Experiment Station, 1994), by Paul D. Farrar, Bruce A. Ebersole, Abhimanyu Swain, Joan Pope, Robin D. Reinhard, Lanny B. Glover, Leon E. Borgman, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust) Numerical modeling of hydrodynamics : Brazos Island Harbor Project, Texas (Brownsville Ship Channel) (Waterways Experiment Station, 1990), by Larry M. Hauck, Ben Brown, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Galveston District (page images at HathiTrust) User guide for LARM2 : a longitudinal-vertical, time-varying hydrodynamic reservoir model (U.S. Army Engineer Waterways Experiment Station, 1982), by Edward M. Buchak, John Eric Edinger, Environmental and Water Quality Operational Studies (U.S.), Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust) Two-equation, depth-integrated turbulence closure for modeling geometry-dominated flows (U.S. Army Engineer Waterways Experiment Station, 1983), by Raymond S. Chapman, Environmental Laboratory (U.S. Army Engineer Waterways Experiment Station), and United States Army Corps of Engineers (page images at HathiTrust) Image system in a ellipse due to an external source (Iowa Institute of Hydraulic Research, State University of Iowa, 1962), by Matilde Macagno, United States. Office of Naval Research, and Iowa Institute of Hydraulic Research (page images at HathiTrust) Lower Green Bay hydrodynamic and mass transport : numerical model study (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), by A. Swain, Sandra Bird, United States. Army. Corps of Engineers. Detroit District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust) Numerical model for reservoir hydrodynamics with application to bubble diffusers (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1988., 1998), by Robert S. Bernard, 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. Chicago District (page images at HathiTrust) Lake Erie international jetport model feasibility investigation : report 17-4 : numerical model feasibility study (The Hydraulics Laboratory, 1977), by Waterways Experiment Station (U.S.). Hydraulics Laboratory, H. Lee Butler, Donald L. Durham, Donald C. Raney, and Lake Erie Regional Transportation Authority (page images at HathiTrust) Depth-averaged numerical modeling for curved channels (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), by Robert S. Bernard, Michael L. Schneider, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust) A rapidly converging solution of the conformal mapping problem of hydrodynamics (Navy Dept., David W. Taylor Model Basin, 1956), by Leonard Pode and United States Navy Department (page images at HathiTrust) Delta hydrodynamic operations model (Dept. of Water Resources, Central District, 1976), by Richard James Lerseth and California. Department of Water Resources. Central District (page images at HathiTrust) CE-QUAL-W2, a numerical two-dimensional, laterally averaged model of hydrodynamics and water quality : user's manual (U.S. Army Engineer Waterways Experiment Station;, 1986), by 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) ADCIRC : an advanced three-dimensional circulation model for shelves, coasts, and estuaries. report 1 : theory and methodology of ADCIRC-2DD1 and ADCIRC-3DL (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Richard A. Luettich, Norman W. Scheffner, Joannes J. Westerink, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and Dredging Research Program (page images at HathiTrust) Management of the spring snowmelt recession : an integrated analysis of empirical, hydrodynamic and hydropower modeling applications : final project report ([Sacramento, Calif.] : California Energy Commission, [2013], 2013), by Sarah M. Yarnell, Pacific Southwest Research Station, United States Forest Service, Davis. Center for Watershed Sciences University of California, and California Energy Commission. Energy Research and Development Division (page images at HathiTrust) Application of the finite element method to vertically stratified hydrodynamic flow and water quality (U.S. Army Corps of Engineeers, Hydrologic Engineering Center, 1980), by Robert C. MacArthur and William R. Norton (page images at HathiTrust) Measuring hydraulic conductivity with the borehole flowmeter (Electric Power Research Institute, 1989), by Kenneth R. Rehfeldt, Electric Power Research Institute. Environment Division, and Tennessee Valley Authority (page images at HathiTrust) Expansion of a bubble from inside a submerged channel (San Jose, California : General Electric Company, Atomic Power Equipment Department, 1963., 1963), by A. S. Bartu, N. P. Hansen, U.S. Atomic Energy Commission, and General Electric Company. Atomic Power Equipment Department (page images at HathiTrust) An advanced three-dimensional circulation model for shelves, coasts, and estuaries. (U.S. Army Engineer Waterways Experiment Station, 1994), by James Lawrence Hench, Dredging Research Program, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust) Developments in LARM2 : a longitudinal-vertical, time-varying hydrodynamic reservoir model (U.S. Army Engineer Waterways Experiment Station ;, 1983), by John E. Edinger, Edward M. Buchak, U.S. Army Engineer Waterways Experiment Station, Environmental and Water Quality Operational Studies (U.S.), United States. Army. Office of the Chief of Engineers, and Hydraulics Laboratory (U.S.) (page images at HathiTrust) Three-dimensional numerical simulation of mobile-bed hydrodynamics (Iowa Institute of Hydraulic Research, The University of Iowa, 1993), by Miodrag Spasojevic, Forrest M. Holly, Waterways Experiment Station (U.S.), and Iowa Institute of Hydraulic Research (page images at HathiTrust) A two-dimensional lake circulation modeling system : programs to compute particle trajectories and the motion of dissolved substances (Great Lakes Environmental Reserach Laboratory, 1983), by John R. Bennett, Anne H. Clites, David J. Schwab, and Great Lakes Environmental Research Laboratory (page images at HathiTrust) Hydrodynamic and water quality modeling of Lower Green Bay, Wisconsin. Volume I, Main text and appendixes A-E (U.S. Army Engineer Waterways Experiment Station, 1993), by David J. Mark, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Detroit District (page images at HathiTrust) A machine calculation method for hydrodynamic problems (Los Alamos, New Mexico : Los Alamos Scientific Laboratory of the University of California, 1955., 1955), by Francis H. Harlow, Robert D. Richtmyer, Martha Evans, Los Alamos Scientific Laboratory, and U.S. Atomic Energy Commission (page images at HathiTrust) A hydrodynamic and salinity model for Apalachicola Bay, Florida (University, Ala. : University of Alabama, College of Engineering, Bureau of Engineering Research, 1985., 1985), by Donald C. Raney, Hasan Urgun, I. Huang, National Sea Grant Program (U.S.), United States. Army. Corps of Engineers. Mobile District, University of Alabama. Bureau of Engineering Research, and Mississippi-Alabama Sea Grant Consortium (page images at HathiTrust) Bottom friction under waves in the presence of a weak current (Environmental Research Laboratories, Marine Ecosystems Analysis Program [Office], 1978., 1978), by William Denny Grant, Atlantic Oceanographic and Meteorological Laboratories, Marine EcoSystems Analysis Program, and Massachusetts Institute of Technology (page images at HathiTrust) Computer modeling of hydrodynamics and solute transport in canals and marinas : literature review and guidelines for future development (U.S. Army Engineer Waterways Experiment Station, 1983), by Raymond Walton, Dresser & McKee Camp, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust) VAHM--a vertically averaged hydrodynamic model using boundary-fitted coordinates : final report (U.S. Army Engineer Waterways Experiment Station, 1980), by Billy H. Johnson, United States. Assistant Secretary of the Army (R & D), and Hydraulics Laboratory (U.S.) (page images at HathiTrust) A verification and validation procedure for computational fluid dynamics solutions (West Bethesda, Maryland : Hydromechanics Directorate, Naval Surface Warfare Center, Carderock Division, 2001., 2001), by Michael P. Ebert, Joseph J. Gorski, and Naval Surface Warfare Center (U.S.). Carderock Division (page images at HathiTrust) A model for simulation of surface-water integrated flow and transport in two dimensions : user's guide for application to coastal wetlands (U.S. Geological Survey, 2005), by Eric D. Swain, Geological Survey (U.S.), U.S. Geological Survey Greater Everglades Priority Ecosystems Science Program, and Critical Ecosystem Studies Initiative (U.S.) (page images at HathiTrust)
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