Open Parks Network

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

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

The application of the receiving water quantity model to the conservation areas of south Florida Local government publication; "July 1979."

1979

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

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 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

Hydrologic aspects of on-site retention systems for urban storm runoff State or province government publication; Revised p. 67 laid in.

1975

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

CLAD model and its applications Local government publication

1979

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

Advanced water supply alternatives for the Upper East Coast Planning Area : parts I and II TECHNICAL PUBLICATION #80-6; AUGUST 1980

1980-08

Statistical modeling of total phosphorus concentrations measured in south Florida rainfall Ecological Modelling 116 (1999) 33-44; WRE 358

1999

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

A framework of the water quality planning model for the conservation areas of the Florida Everglades June 1977

1977-06

A functional assessment of south Florida freshwater wetlands and models for estimates of runoff and pollution loading Technical publication, WS-9

2001-12

The development of the operational water quantity model Technical Publication: No. 77-5; November 1977

1977-11

Rating Development for Flow Through Culverts Under SR 9336 in the Everglades National Park III: Final Report TECHNICAL PUBLICATION ERA# 437; "January 2006."

2006-01

Rating Development for Flow Through Culverts Under SR9336 in the Everglades National Park II: Rating Calibration TECHNICAL PUBLICATION; ERA # 423; "April 2005."

2005-04

Rating Development for Flow Through Culverts Under SR9336 in the Everglades National Park I: Concepts and Methods TECHNICAL PUBLICATION; ERA # 422; "April 2005."

2005-04

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

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

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

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

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"