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Water -- Mathematical models

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• Water
• Earth (Planet) -- Mathematical models
• Mathematical models

• Water -- Mathematical models -- Congresses
• Floods -- Mathematical models
• Fog -- Mathematical models
• Frost -- Mathematical models
• Groundwater -- Mathematical models
• Hydraulics -- Mathematical models
• Irrigation water -- Mathematical models
• Moisture -- Mathematical models
• Oil pollution of water -- Mathematical models
• Precipitation (Meteorology) -- Mathematical models
• Rainwater -- Mathematical models
• Seepage -- Mathematical models
• Steam -- Mathematical models
• Water conservation -- Mathematical models
• Water quality -- Mathematical models
• Water reuse -- Mathematical models
• Water temperature -- Mathematical models
• Water -- Aeration -- Mathematical models
• Water -- Analysis -- Mathematical models
• Water -- California -- Management -- Mathematical models
• Water -- Dissolved oxygen -- Mathematical models
• Water -- Pollution -- Mathematical models
• Water -- Purification -- Biological treatment -- Mathematical models
• Water -- Purification -- Chlorination -- Mathematical models
• Water -- Purification -- South Carolina -- Myrtle Beach Region -- Mathematical models
• Water -- Storage -- Mathematical models
• Water -- Vapor pressure -- Mathematical models

• Preprints of papers : Third International Conference on Finite Elements in Water Resources, May 19-23, 1980, the University of Mississippi, Oxford (Agricultural Research (Southern Region), Science and Education Administration, U.S. Dept. of Agriculture ;, 1980), by International Conference on Finite Elements in Water Resources (3rd : 1980 : University of Mississippi), United States. Science and Education Administration. Agricultural Research. Southern Region, International Association for Hydraulic Research, United States. Army Research Office, National Science Foundation (U.S.), and International Society for Computational Methods in Engineering (page images at HathiTrust)

• Numerical solution of flood prediction and river regulation problems; report. (New York University, Institute of Mathematical Sciences, 1953), by J. J. Stoker, A. Troesch, Eugene Isaacson, and Courant Institute of Mathematical Sciences (page images at HathiTrust)
• Tsunami-wave elevation frequency of occurrence for the Hawaiian Islands : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by James R. Houston, Dennis G. Markle, Robert D. Carver, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• A numerical model for tsunami inundation (U.S. Army Engineer Waterways Experiment Station, 1979), by James R. Houston, H. Lee Butler, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Tsunami elevation predictions for American Samoa (U.S. Army Engineer Waterways Experiment Station ;, 1980), by James R. Houston, Waterways Experiment Station (U.S.). Hydraulics Laboratory, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Depth and frequency of floods in Illinois (State of Illinois Dept. of Transportation], 1976), by Byron J. Prugh, Geological Survey (U.S.), and Illinois. Division of Water Resources (page images at HathiTrust)
• Survey of programs for water surface profiles (Dept. of Defense, Dept. of the Army, Corps of Engineers, Hydrologic Engineering Center, 1968), by Bill Eichert and United States. Hydrologic Engineering Center (page images at HathiTrust)
• A dynamic model of stage-discharge relations affected by changing discharge (U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, Office of Hydrology, 1973), by D. L. Fread and United States. Office of Hydrology (page images at HathiTrust)
• A uniform technique for determining flood flow frequencies. (Water Resources Council, 1967), by Water Resources Council (U.S.). Hydrology Committee (page images at HathiTrust)
• HEC-2 water surface profiles : users manual with supplement. (The Hydrologic Engineering Center, 1976), by United States. Hydrologic Engineering Center (page images at HathiTrust)
• Flood flow frequency analysis : users manual. (U.S. Hydrologic Engineering Center, 1976), by Hydrologic Engineering Center (U.S.) (page images at HathiTrust; US access only)
• Effects of flood plain encroachments on peak flow (The Hydrologic Engineering Center, 1980), by Johannes Joost DeVries (page images at HathiTrust)
• Determining peak-discharge frequencies in an urbanizing watershed : a case study (Hydrologic Engineering Center, 1979), by Steven F. Daly and John C. Peters (page images at HathiTrust)

• An evaluation of an advection fog prediction model (Hanscom AFB, Massachusetts : Air Force Geophysics Laboratory, Air Force Systems Command, United States Air Force, 1984., 1984), by James Weyman and U.S. Air Force Geophysics Laboratory. Atmospheric Sciences Division (page images at HathiTrust)

• A frost formation model and its validation under various experimental conditions (National Aeronautics and Space Administration, Scientific and Technical Information Branch ;, 1982), by Mark Dietenberger, University of Dayton. Applied Systems Analysis Section, United States. National Aeronautics and Space Administration. Scientific and Technical Information Branch, and George C. Marshall Space Flight Center (page images at HathiTrust)
• Frost formation on an airfoil : a mathematical model I (National Aeronautics and Space Administration, Scientific and Technical Information Office ;, 1979), by Mark Dietenberger, James Luers, Prem Kumar, George C. Marshall Space Flight Center, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Office (page images at HathiTrust)
• Analysis of the freezeback of water in a cylindrical borehole drilled in an ice sheet (Corps of Engineers, U.S. Army Cold Regions Research and Engineering Laboratory, 1974), by Shunsuke Takagi (page images at HathiTrust)

• A modular three-dimensional finite-difference ground-water flow model (Scientific Publications Co. [distributor], 1984), by Michael G. McDonald, Arlen W. Harbaugh, and Geological Survey (U.S.) (page images at HathiTrust)
• Three dimensional digital-computer model of the Ferron sandstone aquifer near Emery, Utah (U.S. Geological Survey, Water Resources Division, 1980), by Daniel J. Morrissey, Scott D. Bartholoma, Gregory C. Lines, Geological Survey (U.S.). Water Resources Division, and United States Bureau of Land Management (page images at HathiTrust)
• Simulated effects of projected pumping on the availability of freshwater in the Evangeline aquifer in an area southwest of Corpus Christi, Texas (U.S. Dept. of the Interior, Geological Survey ;, 1986), by G. E. Groschen, Geological Survey (U.S.), and Coastal Bend Council of Governments (page images at HathiTrust)
• Multi-objective optimization of pumping rates and well placement in coastal aquifers (Multimedia Environmental Simulations Laboratory, School of Civil and Environmental Engineering, Georgia Institute of Technology, 2003), by Chan-Hee Park, M. M. Aral, United States. Agency for Toxic Substances and Disease Registry, Georgia Institute of Technology. School of Civil and Environmental Engineering, and Georgia Institute of Technology. Multimedia Environmental Simulations Laboratory (page images at HathiTrust)
• Digital-model analysis of the effects of water-use alternatives on spring discharges, Gooding and Jerome Counties, Idaho (Idaho Dept. of Water Resources, 1976), by Joe A. Moreland and Geological Survey (U.S.) (page images at HathiTrust; US access only)
• Uniqueness of a model of steady-state ground-water flow (Center for Water Resources Research, Desert Research Institute, University of Nevada System, 1975), by Richard L. Cooley and Peter J. Sinclair (page images at HathiTrust; US access only)
• Modification of a method-of-characteristics solute-transport model to incorporate decay and equilibrium-controlled sorption or ion exchange (Dept. of the Interior, U.S. Geological Survey ;, 1989), by Daniel J. Goode, Leonard F. Konikow, and Geological Survey (U.S.) (page images at HathiTrust)
• Ground-water studies and analog models (U.S. Dept. of the Interior, Geological Survey, 1962), by Charles Joseph Robinove and Geological Survey (U.S.) (page images at HathiTrust)
• Status of surface-water modeling in the U.S. Geological Survey (U.S. Dept. of the Interior, Geological Survey, 1979), by Marshall E. Jennings and Nobuhiro Yotsukura (page images at HathiTrust)
• Groundwater basin modeling using the finite element method - Yolo County case study (1978), by Olusanjo Akanji Bamgboye (page images at HathiTrust)
• Analytic element modeling of coastal aquifers (Office of Research and Development, U.S. Environmental Protection Agency, 2000), by Mark Bakker, National Risk Management Research Laboratory (U.S.). Subsurface Protection and Remediation Division. National Risk Management Research Laboratory, and United States. Environmental Protection Agency. Office of Research and Development (page images at HathiTrust)
• Integrated system identification and optimization for conjunctive use of ground and surface water : phase II (The Center, 1974), by Yacov Y. Haimes, Case Institute of Technology. Systems Engineering Department. Water Resources Program, Ohio State University. Water Resources Center, and United States. Office of Water Research and Technology (page images at HathiTrust; US access only)
• A groundwater recharge model and application to a small watershed (Nebraska Water Resources Center, University of Nebraska, 1977), by Deane M. Manbeck, Mahmood Arbab, Nebraska Water Resources Center, and United States. Office of Water Research and Technology (page images at HathiTrust; US access only)
• Potential use of digital computer ground water models (The Hydrologic Engineering Center, 1978), by David L. Gundlach (page images at HathiTrust)
• GWSIM, groundwater simulation program : program documentation and user's manual (The Board, 1974), by Texas Water Development Board. Systems Engineering Division (page images at HathiTrust; US access only)
• Simulated drawdown for selected well fields in the Ohio River alluvial aquifer (U.S. Geological Survey, 1975), by Hayes F. Grubb, Geological Survey (U.S.), and Kentucky Geological Survey (page images at HathiTrust)
• Extending traditional technology of aquifer characterization through numerical models (University of California Water Resources Center, 1996), by T. N. Narasimhan, Jean Moran, and California Water Resources Center (page images at HathiTrust)
• Statistical processor for analyzing simulations made using the Modular Model (U.S. Geological Survey ;, 1990), by J. C. Scott and Geological Survey (U.S.) (page images at HathiTrust)
• Ground-water resources of the York-James Peninsula of Virginia (Dept. of the Interior, U.S. Geological Survey ;, 1989), by Randell J. Laczniak, Andrew A. Meng, and Geological Survey (U.S.) (page images at HathiTrust)
• Finite element solutions for the equations of ground-water flow (Center for Water Resources Research, Desert Research Institute, University of Nevada System, 1974), by Richard L. Cooley (page images at HathiTrust; US access only)
• Documentation of a finite-element two-layer model for simulation of ground-water flow (U.S. Geological Survey, Water Resources Division, 1979), by Michael J. Mallory and San Bernardino Valley Municipal Water District (page images at HathiTrust)
• Simulation of ground-water flow in the Mississippi River Valley alluvial aquifer in eastern Arkansas (Dept. of the Interior, U.S. Geological Survey ;, 1990), by Gary L. Mahon, A. H. Ludwig, Geological Survey (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• An efficient deterministic-probabilistic approach to modeling regional ground-water flow: theory (U.S. Geological Survey, 1988), by C. C. Yen, Gary L. Guymon, Los Angeles (Calif.). Department of Water and Power, and Inyo County (Calif.) (page images at HathiTrust)
• Status of ground-water modeling in the U.S. Geological Survey (U.S. Dept. of the Interior, Geological Survey, 1976), by Charles A. Appel, J. D. Bredehoeft, and Geological Survey (U.S.) (page images at HathiTrust)
• Ground-water models as a management tool in Florida (U.S. Geological Survey, 1984), by C. B. Hutchinson, United States Department of the Interior, and Geological Survey (U.S.). Water Resources Division (page images at HathiTrust)

• 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)
• 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)
• Summary report from Workshop on Two-Dimensional Mathematical Models for Use in Hydraulic Problems (Dept. of Transportation, Federal Highway Administration, Offices of Research and Development ;, 1977), by Frank D. Masch, Water Resources Engineers, Texas. Dept. of Highways and Public Transportation, and United States. Federal Highway Administration. Office of Research (page images at HathiTrust)
• Survey of programs for water surface profiles (Dept. of Defense, Dept. of the Army, Corps of Engineers, Hydrologic Engineering Center, 1968), by Bill Eichert and United States. Hydrologic Engineering Center (page images at HathiTrust)
• Selection of frequency distributions : with tables for Pearson Type III, Log-Normal, Weibull, Normal and Gumbel distributions. (State of California, Resources Agency, Dept. of Water Resources, 1976), by California Department of Water Resources (page images at HathiTrust; US access only)
• A time-dependent, two-dimensional mathematical model for simulating the hydraulic, thermal, and water quality characteristics in shallow water bodies (Oak Ridge National Laboratory, 1974), by Moshe Siman-Tov and Oak Ridge National Laboratory (page images at HathiTrust)
• Development of generalized free surface flow models using finite element techniques (U.S. Army Corps of Engineers, Hydrologic Engineering Center, 1978), by D. Michael Gee and Robert C. MacArthur (page images at HathiTrust)

• Advance of irrigation water on the soil surface in relation to soil infiltration rate : a mathematical and laboratory model study (Iowa Agriculture and Home Economics Experiment Station, Iowa State University of Science and Technology, 1968), by Mohamed Asseed and Don Kirkham (page images at HathiTrust; US access only)

• The moisture model for the local AFOS MOS Program (National Oceanic and Atmospheric Administration, National Weather Service, Techniquies Development Laboratory, 1986), by David A. Unger, United States. National Weather Service. Techniques Development Laboratory, and United States. National Oceanic and Atmospheric Administration (page images at HathiTrust)

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