Storm Event and Continuous Hydrologic Modeling for Comprehensive and Efficient Watershed Simulations

Author:

Borah Deva K.12345,Arnold Jeffrey G.12345,Bera Maitreyee12345,Krug Edward C.12345,Liang Xin-Zhong12345

Affiliation:

1. Senior Project Manager, Woolpert Inc., 415 Port Centre Parkway, Suite 101, Portsmouth, VA 23704-4924 (corresponding author). E-mail: deva.boral@woolpert.com

2. Agricultural Engineer and Research Hydraulic Engineer, USDA-ARS Grassland Soil and Water Research Laboratory, 808 East Blackland Rd., Temple, TX 76502. E-mail: jgarnold@spa.ars.usda.gov

3. Senior Modeler, Borah Hydro-Environmental Modeling, 2812 Valley Brook Drive, Champaign, IL 61822-7621. E-mail: maitreyeebera@yahoo.com

4. Biogeochemist, Office of the Chief, Illinois State Water Survey, IDNR & UIUC, 2204 Griffith Dr., Champaign, IL 61820-7495. E-mail: krug@sws.uiuc.edu

5. Professional Scientist, Center for Atmospheric Science, Illinois State Water Survey, IDNR and UIUC, 2204 Griffith Dr., Champaign, IL 61820-7495. E-mail: xliang@uiuc.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Reference49 articles.

1. LARGE AREA HYDROLOGIC MODELING AND ASSESSMENT PART I: MODEL DEVELOPMENT

2. ANSWERS: A Model for Watershed Planning

3. Bicknell B. R. Imhoff J. C. Kittle Jr. J. L. Donigian Jr. A. S. and Johanson R. C. (1993). “Hydrologic Simulation Program—FORTRAN (HSPF): User’s manual for Release 10.” Rep. No. EPA/600/R-93/174. U.S. EPA Environmental Research Lab Athens Ga.

4. Runoff Simulation Model for Small Watersheds

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