Floods -- Mathematical modelsSee also what's at your library, or elsewhere.
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Filed under: Floods -- Mathematical models 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) 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)
Filed under: Flood control -- Mathematical models Unsteady flow computations on the Ohio-Cumberland-Tennessee-Mississippi River system : final report (Waterways Experiment Station, 1974), by Billy H. Johnson (page images at HathiTrust) San Lorenzo River sedimentation study : numerical model investigation (Waterways Experiment Station, 1986), by Ronald R. Copeland, United States. Army. Corps of Engineers. San Francisco District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust) Impact of agricultural levees on flood hazards (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), by Brad R. Hall, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust) Optimal expansion of flood control systems : final report (University of Illinois Water Resources Center, 1977), by Thomas Morin and Young Soo Shin (page images at HathiTrust) Guidelines for calculating and routing a dam-break flood (Dept. of Defense, Dept. of the Army, Corps of Engineers, Hydrologic Engineering Center, 1977), by David L. Gundlach, William Anthony Thomas, and United States. Hydrologic Engineering Center (page images at HathiTrust) Optimizing flood control allocation for a multipurpose reservoir (Dept. of Defense, Dept. of the Army, Corps of Engineers, Hydrologic Engineering Center, 1972), by Fred Kenneth Duren, Leo R. Beard, and United States. Hydrologic Engineering Center (page images at HathiTrust) Mitigation of extreme flooding events by optimal control of flood plain storage using the adjoint sensitivity method (University of California Water Resources Center, 2000), by Brett F. Sanders and California Water Resources Center (page images at HathiTrust) Evaluation of flow-resistance equations for vegetated channels and floodplains (U.S. Army Engineer Waterways Experiment Station, 1998), by J. Craig Fischenich, Syndi J. Flippin-Dudley, Ecosystem Management and Restoration Research Program (U.S.), Environmental 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) Preliminary user<U+fffd>s manual : 3-D mathematical model of Coastal, Estuarine, and Lake Currents (CELC3D) (U.S. Army Engineer Waterways Experiment Station, 1984), by Y. Peter Sheng, Field Verification Program (Aquatic Disposal), United States Army Corps of Engineers, U.S. Army Engineer Waterways Experiment Station, and Aeronautical Research Associates of Princeton (page images at HathiTrust)
Filed under: Flood damage prevention -- Mathematical models
Filed under: Flood forecasting -- Mathematical models A rainfall-runoff modeling procedure for improving estimates of T-year (annual) floods for small drainage basins (Geological Survey, Water Resources Division ;, 1978), by R. W. Lichty, F. Liscum, and Geological Survey (U.S.). Water Resources Division (page images at HathiTrust) Stage-discharge relations on Big Lost River within National Reactor Testing Station, Idaho (U.S. Atomic Energy Commission, 1969), by Robert D. Lamke, Geological Survey (U.S.). Water Resources Division, and U.S. Atomic Energy Commission (page images at HathiTrust) A model for estimating agricultural flood damages (Agricultural Experiment Station, Oklahoma State University, 1974), by Vernon R. Eidman and Ronald D. Lacewell (page images at HathiTrust; US access only) Evaluation of runoff coefficients from small natural drainage areas (University of Kentucky Water Resources Institute, 1968), by Carlos Fix Miller (page images at HathiTrust) Application of rainfall-runoff simulation for flood forecasting (US Army Corps of Engineers, Hydrologic Engineering Center, 1993), by John Peters and Hydrologic Engineering Center (U.S.) (page images at HathiTrust) Corps of Engineers' experience with automatic calibration of a precipitation-runoff model (Hydrologic Engineering Center, 1980), by David T. Ford, Arlen D. Feldman, and Edward C. Morris (page images at HathiTrust) Simulation of flood hydrographs for Georgia streams (U.S. Geological Survey, 1986), by Ernest J. Inman, Geological Survey (U.S.), and Georgia. Department of Transportation (page images at HathiTrust) Regionalization of peak discharges for streams in Kentucky (Dept. of the Interior, U.S. Geological Survey ;, 1988), by Anne F. Choquette, Geological Survey (U.S.), Kentucky Natural Resources and Environmental Protection Cabinet, and Kentucky. Transportation Cabinet (page images at HathiTrust) DAMBRK : the NWS dam-break flood forecasting model (Hydrologic Research Laboratory, National Weather Service, NOAA, 1980), by D. L. Fread and United States. National Weather Service. Hydrologic Research Laboratory (page images at HathiTrust) Flood hydrograph and peak flow frequency analysis (Hydrologic Engineering Center, 1979), by Arlen D. Feldman (page images at HathiTrust) Effect of land use management on flood predictions (Virginia Water Resources Research Center, Virginia Polytechnic Institute and State University, 1977), by Rod W. Smith, John W. Knapp, and Donald K. Jamison (page images at HathiTrust) Filed under: Flood routing -- Mathematical models Muskingum Cunge channel flow routing method for drainage networks (US Army Corps of Engineers, Hydrologic Engineering Center, 1991), by Jürgen Garbrecht, Gary W. Brunner, and Hydrologic Engineering Center (U.S.) (page images at HathiTrust) Comparative analysis of flood routing methods / by Theodor Strelkoff. (US Army Corps of Engineers, Hydrologic Engineering Center, 1980), by Theodor Strelkoff and Hydrologic Engineering Center (U.S.) (page images at HathiTrust) Modified-Puls routing in Chuquatonchee Creek (The Center, 1980), by Theodor Strelkoff and Hydrologic Engineering Center (U.S.) (page images at HathiTrust) Storage flood routing without coefficients (U.S. Dept. of Agriculture, Agricultural Research Service, 1966), by D. L. Brakensiek and United States. Agricultural Research Service (page images at HathiTrust) Numerical modeling of Kentucky Lake flood events (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Billy H. Johnson, Brenda L. Martin, U.S. Army Engineer Waterways Experiment Station, and Tennessee Valley Authority (page images at HathiTrust) Comparison of linear and non-linear hydrologic flood routing models on four California rivers and relationship of model parameters to channel physical characteristics (Hydraulic Engineering Laboratory and Water Resources Center Archives, University of California, 1986), by Gregory L. Lindstadt and Water Resources Center Archives (California Water Resources Center) (page images at HathiTrust) Simulation of flood hydrographs for rural watersheds in South Carolina (Dept. of the Interior, U.S. Geological Survey ;, 1990), by Larry R. Bohman, Geological Survey (U.S.), United States Federal Highway Administration, and South Carolina. Department of Highways and Public Transportation (page images at HathiTrust) Filed under: Floods -- Computer simulationFiled under: Forest influences -- Mathematical modelsFiled under: Storm surges -- Mathematical models Numerical model for simulating storm-induced beach change (U.S. Army Engineer Waterways Experiment Station, 1996), by Randall A Wise, Magnus Larson, S. Jarrell Smith, Coastal Engineering Research Program (U.S.), 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) An investigation of hurricane-induced forerunner surge in the Gulf of Mexico (U.S. Army Engineer Waterways Experiment Station ;, 1985), by Mahunnop Bunpapong, Robert O. Reid, Robert E. Whitaker, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust) Numerical model for simulating storm-induced beach change (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Magnus Larson, Mark R. Byrnes, Nicholas C. Kraus, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (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) Hurricane surge stage-frequency analysis for Dade County, Florida : final report (Waterways Experiment Station, 1980), by Charles Eugene Abel, United States. Army. Corps of Engineers. Jacksonville District, and Waterways Experiment Station (U.S.). Hydraulics Laboratory (page images at HathiTrust) Numerical modeling of hurricane-induced storm surge (Waterways Experiment Station, 1985), by Bruce A. Ebersole, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust) Storm surge on the open coast : fundamentals and simplified prediction (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1971., 1971), by B. R. Bodine and Coastal Engineering Research Center (U.S.) (page images at HathiTrust) Verification study of a bathystrophic storm surge model (Springfield, Virginia : National Technical Information Service, 1975., 1975), by George Pararas-Carayannis and Coastal Engineering Research Center (U.S.) (page images at HathiTrust) Drag coefficient at hurricane windspeeds (Springfield, Virginia : National Technical Information Service, 1975., 1975), by Robert E. Whitaker, Andrew C. Vastano, Robert O. Reid, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust) Storm surge simulation in transformed coordinates (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1976., 1976), by Andrew C. Vastano, Robert O. Reid, Robert E. Whitaker, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust) Evaluation of numerical storm surge models. (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Committee on Tidal Hydraulics, 1980., 1980), by Waterways Experiment Station (U.S.) (page images at HathiTrust) ADCIRC : An advanced three-dimensional circulation model for shelves, coasts, and estuaries. Report 4, Hurricane storm surge modeling using large domains (U.S. Army Engineer Waterways Experiment Station, 1994), by Cheryl Ann Blain, Dredging Research Program, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust) QTSAW (Quick Typhoon Surge and Waves) (U.S. Army Engineer Waterways Experiment Station :, 1995), by Barbara A. Tracy, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust) Shoreline erosion due to extreme storms and sea level rise (University of Florida, Coastal and Oceanographic Engineering Department, 1983), by Robert George Dean and University of Florida. Coastal and Oceanographic Engineering Department (page images at HathiTrust) Numerical modeling aspects of storm tide and current response to hurricane systems (Dept. of Coastal and Oceanographic Engineering, College of Engineering, University of Florida, 1972), by Robert G. Dean and B. R. Pearce (page images at HathiTrust) Numerical calculation of the response of coastal waters to storm systems : with application to Hurricane Camille of August 17-22, 1969 (Coastal and Oceanographic Engineering Laboratory, University of Florida, 1972), by Bryan Rowell Pearce (page images at HathiTrust) An open-coast mathematical storm surge model with coastal flooding for Louisiana. report 1, theory and application (Waterways Experiment Station, 1978), by John J. Wanstrath, U.S. Army Engineer Waterways Experiment Station, and Hydraulics Laboratory (U.S.) (page images at HathiTrust) An open-coast mathematical storm surge model with coastal flooding for Louisiana. report 2, program documentation (Waterways Experiment Station, 1978), by John J. Wanstrath, U.S. Army Engineer Waterways Experiment Station, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
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