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Agricultural water use modeling #123; For Presentation at the 12th International Higher Hydrological Course Moscow State University, Moscow, USSR; June 10-July 25, 1981
1981-07
Predictive Water Demand Model for Central and Southern Florida TECHNICAL PUBLICATION: No. 76-2; April 1976; #69
1976-04
A Three-Dimensional Finite Difference Ground Water Flow Model of Western Collier County, Florida (Bibliography) Includes bibliographical references: (p. 79-80).; (Statement of Responsibility) by Michael W. Bennett.; "April 1992"; "DRE inventory control #312"
1992-04
A Three-Dimensional Finite Difference Ground Water Flow Model of Hendry County (Bibliography) Includes bibliographical references: (p. 73-74).; (Statement of Responsibility) by Keith R. Smith.; "October 1990."; Technical Publication #90-04
1990-10
Review of Pre-Development Runoff Analysis Methods (Bibliography) Includes bibliographical references (p. 214-217) (v. 1).; (Statement of Responsibility) by Steve S.T. Lin, William A. Perkins.; "April 1989"; Includes index.; DRE-270
1989-04
A Three-Dimensional Finite Difference Ground Water Flow Model of Lee County (Bibliography) Includes bibliographical references: (p. 122-124); (Statement of Responsibility) by Richard F. Bower, Karin M. Adams, Jorge I. Restrepo.; "January 1990."; Technical Publication 90-01; DRE 287
1990-01
A Three-Dimensional Finite Difference Ground Water Flow Model of the Surficial Aquifer System, Broward County, Florida (Bibliography) Includes bibliographical references (p. 41).; (Statement of Responsibility) by Jorge I. Restrepo, Cindy Bevier, David Butler.; "May 1992."
1992-05
Hydrologic aspects of on-site retention systems for urban storm runoff State or province government publication; Revised p. 67 laid in.
1975
CLAD model and its applications Local government publication
1979
Stormwater Runoff and Pollutant Model (SRPM); SRPM Technical Memorandum; WRE #349; "December 1996."; MODEL DOCUMENTATION; Version 1.3
1996-12
Forecasting and management of groundwater drought conditions in Collier County, Florida (Bibliography) Includes bibliographical references.; (Statement of Responsibility) by Hosung Ahn.; "May 1995."; (DRE #323).
1995-05
The development of the operational water quantity model Technical Publication: No. 77-5; November 1977
1977-11
An operational watershed model : general considerations, purposes, and progress 4 p. : ill. ; 28 cm.; "...Reprinted from the Transactions of the ASAE (vol. 14, no. 4, pp. 688,689,690 and 691, 1971), the Transactions of the American Society of Agricultural Engineers, Saint Joseph, Michigan."
1971
A Three-Dimensional Finite Difference Ground Water Flow Model of the Surficial Acquifer in St. Lucie County, Florida (Bibliography) Includes bibliographical references (pages 94-97).; EXECUTIVE SUMMARY; "July 1995."; "DRE Inventory Control #326."
1995-07
User's Guide for Multi-Basin Routing Model (Bibliography) Bibliography: p. 17.; (Statement of Responsibility) by Richard S. Tomasello ... .; "December 1988."; DRE 267
1988-12
A Three-Dimensional Finite Difference Ground Water Flow Model of the Surficial Acquifer in Martin County, Florida (Bibliography) Includes bibliographical references (pages 82-83).; (Statement of Responsibility) by Karin Adams.; "March 1992."; "DRE Inventory Control #310."; Technical Publication 92-02
1992-03
Algebraic equations [Verso] Harpers Ferry National Historical Park; National Park Service Personal letter written in black ink on one side of a sheet of off white blue lined paper (foolscap) from Henry Crane(?Crans) apparently to his son. (Heading and opening lines obscured by surface dirt.) Phonetic spelling. The reverse is filled with penciledĀ calculations of algebraic equations, apparently exercises. Near the lower left corner John Brown is penciledĀ in careful script lettering twice. Paper is brittle, creased by 4 horizontal, 2 diagonal, and 1 vertical folds, stained by water
Caloosahatchee Estuary Hydrodynamics (Bibliography) Includes bibliographical references (p. 28).; (Statement of Responsibility) by Panagiotis D. Scarlatos.; "June 1988."; Technical publication 88-7
1988-06
Revision and Recalibration of the Three-Dimensional Ground Water Flow Model of Palm Beach County, Florida (Bibliography) Includes bibliographical references (p. 61).; (Statement of Responsibility) J. Jason Yan, Cindy Bevier, Karin Adams Smith.; "DRE-322."
1995-03
A Three-Dimensional Finite Difference Ground Water Flow Model of the Floridan Aquifer System in Martin, St. Lucie and Eastern Okeechobee Counties, Florida (Bibliography) Includes bibliographical references: (p. 79-80).; (Statement of Responsibility) by John Lukasiewicz.; "April, 1992"; "DRE inventory control #311"
1992-04
Evapotranspiration estimation for South Florida Technical Paper, EMA 407; For presentation & publication in a proceedings of the World Water and Environmental Resources Congress 2003, Symposium on Integrated Surface and Groundwater Modeling, ASCE Conference at Philadelphia, PA, June 22-26,2003.
2003-01
River and dam management a review of the Bureau of Reclamation's Glen Canyon environmental studies National Park Service Water Resources Division; National Park Service
Application of DRASTIC ground water pollution mapping methodology to the SFWMD (Bibliography) Includes bibliographical references: (p. 28-59); (Statement of Responsibility) by Jeffry W. Herr.; "April 1990."; Technical Publication 90-02
1990-04
Surface Water Quality Monitoring Network Optimization Comprehensive Report Abstract: A generalized mathematical model with three parameters, P, a and b has been developed to predict surface runoff and water loss hydrographs from gagged and ungaged watersheds. The parameter P, found to be the most important by sensitivity analysis, was correlated to rainfall and watershed characteristics and time of the year in a fourier series expression with four terms. The parameter a, second in order of importance, was correlated to rainfall hyetograph characteristics and watershed area. The parameter b is expressed as a function a in a fifth order polynomial based upon Legendre approximation. The surface runoff hydrographs obtained by using the model approximation very well the observed surface runoff hydrographs consisting of one, two, and more than two peaks.; Work Order Number C-15968-WO04-11; February 24, 2006
2006-02
Peak Runoff Estimation from Undeveloped Lands (Bibliography) Includes bibliographical references (p. 24).; (Statement of Responsibility) by Richard M. Cooper and Calvin J. Neidrauer.; Cover title.; "DRE - 268."; "March 1989"
1989-03

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