Coupling of hydrologic and hydraulic models for the Illinois River Basin

Journal of Hydrology

Volumn 344, Issue 3-4, 2007, Pages 210-222

  Lian, Yanqing ^a   Chan, I Chi ^b   Singh, Jaswinder ^a   Demissie, Misganaw ^a   Knapp, Vernon ^a   Xie, Hua ^b  

^a ILLINOIS STATE WATER SURVEY   (United States)

^b University of Illinois at Urbana Champaign   (United States)

Author keywords

Flow routing; Hydraulic model; Hydrologic model; Model accuracy; Model calibration; Model coupling

Indexed keywords

CALIBRATION; DYNAMIC ANALYSIS; ENVIRONMENTAL PROTECTION; PARAMETER ESTIMATION; RIVERS; WATERSHEDS;

FLOW ROUTING; FLOW TIME; MODEL ACCURACY; MODEL CALIBRATION;

HYDRAULIC MODELS;

CALIBRATION; DYNAMIC ANALYSIS; ENVIRONMENTAL PROTECTION; HYDRAULIC MODELS; PARAMETER ESTIMATION; RIVERS; WATERSHEDS;

ACCURACY ASSESSMENT; CALIBRATION; COMPARATIVE STUDY; FLOW MODELING; HYDRAULICS; HYDROGRAPH; HYDROLOGICAL MODELING; MASS BALANCE; PEAK FLOW; RIVER FLOW; WATERSHED;

ILLINOIS BASIN; ILLINOIS RIVER; NORTH AMERICA; UNITED STATES;

EID: 34548697313     PISSN: 00221694     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhydrol.2007.08.004     Document Type: Article

References (23)

1. Akanbi, A.A., Singh, K.P., 1997. Managed flood storage option for selected levees along the lower Illinois River for enhancing flood protection, agriculture, wetlands, and recreation. Second Report: Validation of the UNET Model for the Lower Illinois River. Illinois State Water Survey Contract Report 608, Champaign, IL.
2. Bergman M.J., Green W., and Donnangelo L.J. Calibration of storm loads in the South Prong watershed, Florida, using BASINS/HSPF. Journal of the American Water Resources Association 38 5 (2002) 1423-1436
3. Bicknell, B., Imhoff, J., Kittle Jr., J., Jobes, T., Donigian Jr., A., 2001. Hydrological Simulation Program - FORTRAN HSPF. Version 12, User's Manual. AQUA TERRA Consultants Mountain View, CA.
4. Carrubba L. Hydrologic modeling at the watershed scale using NPSM. Journal of the American Water Resources Association 36 6 (2000) 1237-1246
5. Hummel, P., Kittle Jr., J., Gray, M., 2001. WDMUtil Version 2.0. A Tool for Managing Watershed Modeling Time-Series Data User's Manual. Contract No. 68-C-98-010, Work Assignment No. 2-05. Aqua Terra Consultants, Decatur, GA.
6. Ishii, A.L., Charlton, T.J., Ortel, T.W., Vonnahme, C.C., 1998. Operational modeling with dynamic-wave routing, in water resources and the urban environment. In: American Society of Civil Engineers 25th Annual Conference on Water Resources Planning and Management, Chicago, IL, pp. 147-152.
7. Lian, Y.Q., Demissie, M., Chan, I.C., 2005. Increasing HSPF model performance by improving FTABLEs: case studies on the Illinois River Basin. In: World Water & Environmental Resources Congress, May 15-19, Anchorage, AK.
8. Lowe S., and Doscher R. Modeling of urban watersheds using BASINS and HSPF. Journal of Environmental Hydrology 11 (2003) 2
9. Lumb, A.M., McCammon, R.B., Kittle Jr., J.L., 1994. Users Manual for an Expert System (HSPEXP) for Calibration of the Hydrological Simulation Program Fortran. U.S.G.S. Water-Resources Investigations Report 94-4168, Reston, VA.
10. Morita M., and Yen B. Modeling of conjunctive two-dimensional surface-three-dimensional subsurface flows. Journal of Hydraulic Engineering 128 2 (2002) 184-200
11. Motovilov Y.G., Gottschalk L., Engeland K., and Rohde A. Validation of a distributed hydrological model against spatial observations. Agriculture and Forest Meteorology 98-99 (1999) 257-277
12. Nash J.E., and Sutcliffe J.V. River flow forecasting through conceptual models, Part 1. A discussion of principles. Journal of Hydrology 10 (1970) 282-290
13. NRCS (Natural Resources Conservation Service). National Engineering Handbook, Part 630, Hydrology (2007), US Department of Agriculture p. 7-2
14. Singh, K.P., 1996. Managed flood storage option for selected levees along the lower Illinois River for enhancing flood protection, agriculture, wetlands, and recreation. First Report: Stage and Flood Frequencies and the Mississippi Backwater Effects. Illinois State Water Survey Contract Report 590, Champaign, IL.
15. Singh J., Knapp H.V., Arnold J.G., and Demissie M. Hydrological modeling of the Iroquois River watershed using HSPF and SWAT. Journal of the American Water Resources Association (JAWRA) 41 2 (2005) 343-360
16. Singh, J., Knapp, H.V., Lian, Y., Demissie, M., 2003. The Illinois River Basin hydrologic model. In: The 2003 Governor's Conference on the Management of the Illinois River System, Special Report No. 29, IL Water Resource Center, University of Illinois at Urbana-Champaign, Urbana, IL 61801, pp. 73-84.
17. South Florida Water Management District (SFWMD), 1999. A primer to the South Florida water management model (Version 3.5). South Florida Water Management District, West Palm Beach, FL.
18. Sullivan, D.J., 2000. Nutrients and suspended solids in surface waters of the upper Illinois River Basin in Illinois, Indiana, and Wisconsin, 1978-97. U.S. Geological Survey, Water-Resources Investigations Report 99-4275, Middleton, WI.
19. Thompson, J., 1989. Case Studies in Drainage and Levee District Formation and Development on the Floodplain of the Lower Illinois River, 1890s-1930s. WRC Special Report No. 016. Water Resources Center, University of Illinois, Urbana, IL.
20. USACE (U.S. Army Corps of Engineers), 1995. HEC-DSS, User's Guide and Utility Program Manual. Hydrologic Engineering Center, CPD-45, Davis, CA.
21. USACE (U.S. Army Corps of Engineers), 1997. UNET Version 3.2. One-Dimensional Unsteady Flow Through a Full Network of Open Channels. USACE, Hydrologic Engineering Center, Davis, CA.
22. USACE (U.S. Army Corps of Engineers), 2004. Upper Mississippi River System Flow Frequency Study - Final Report. USACE Rock Island District, IL, January.
23. USEPA (U.S. Environmental Protection Agency), 2001. Better assessment science integrating point and nonpoint sources - BASINS 3.0, User's Manual. EPA 823B01001. Office of Water, Washington, DC.