50-year flood in the lower illinois river: Sensitivity of spillway and levee failure option parameters in the UNET model

Journal of Hydraulic Engineering

Volumn 137, Issue 5, 2011, Pages 585-594

  Lian, Yanqing ^a   Wang, Ying ^b   Choi, Hyun Il ^c   Xie, Hua ^d   Demissie, Misganaw ^a  

^a ILLINOIS STATE WATER SURVEY   (United States)

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

^c Yeungnam University   (South Korea)

^d INTERNATIONAL FOOD POLICY RESEARCH INSTITUTE   (United States)

Author keywords

First order index; Flood control; Hydraulic model; Illinois river; Levee failure; Sensitivity analysis; Total effect index

Indexed keywords

FAST METHODS; FIRST-ORDER; FLOOD PROTECTION; FOURIER AMPLITUDE SENSITIVITY TESTS; ILLINOIS RIVER; LARGE RIVERS; LEVEE AND DRAINAGE DISTRICTS; MANAGEMENT SCENARIOS; MISSISSIPPI RIVER BASIN; MODELING ACCURACY; REAL-TIME MANAGEMENT; REAL-TIME OPERATION; SENSITIVE PARAMETER; SENSITIVE VARIABLES; SENSITIVITY INDICES; THOMPSON; TOTAL-EFFECT INDEX; U.S. ARMY; UNSTEADY STATE; VARIANCE-BASED SENSITIVITY ANALYSIS;

CATCHMENTS; COMPUTER SIMULATION; DECISION MAKING; FLOOD CONTROL; FLOW PATTERNS; HYDRAULIC MODELS; LEVEES; RIVER CONTROL; SPILLWAYS;

SENSITIVITY ANALYSIS;

COMPUTER SIMULATION; FLOOD CONTROL; FLOODING; HYDRAULIC STRUCTURE; LEVEE; SENSITIVITY ANALYSIS; SPILLWAY;

ILLINOIS; ILLINOIS RIVER; UNITED STATES;

EID: 79955795591     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000333     Document Type: Article

References (28)

1. Akanbi A.A. Lian Y.Q. Soong T.W. An analysis on managed flood storage options for selected levees along the Lower Illinois River for enhancing flood protection-Fourth rep.: Flood storage reservoirs and flooding on the Lower Illinois River. 1999, and "." Contract Rep. 645, Illinois State Water Survey, Champaign, IL.
2. Akanbi A.A. Singh K.P. Managed flood storage option for selected levees along the Lower Illinois River for enhancing flood protection, agriculture, wetlands, and recreation-Second rep.: Validation of the UNET model for the Lower Illinois River. 1997, and "." Contract Rep. 608, Illinois State Water Survey, Champaign, IL.
3. A summary of flood issues on the Lower Pembina River, North Dakota. 2000, Beaverbrook Communications, "." Prepared for The International Joint Commission and International Red River Basin Task Force, Winnipeg, Manitoba, Canada.
4. Brater E. King H. Lindell J. Wei C. Handbook of hydraulics 1996, and 7th Ed., McGraw-Hill Professional, New York.
5. Cukier R.I. Fortuin C.M. Shuler K.E. Petschek A.G. Schailby J.H. Study of the sensitivity of the coupled reaction systems to uncertainties in rate coefficients: I. Theory. J. Chem. Phys. 1973, 59(8):3873-3878. JCPSA6, 0021-9606, 10.1063/1.1680571, and ".".
6. Deflandre A. Williams R.J. Elorza F.J. Mira M. Boorman D.B. Analysis of the QUESTOR water quality model using Fourier amplitude sensitivity test (FAST) for two UK rivers. Sci. Total Environ. 2006, 360(1-3):290-304. STENDL, 0048-9697, 10.1016/j.scitotenv.2005.08.041, and ".".
7. Demissie M. Lian Y. Bhowmik N. Application of hydraulic models for the analysis of interaction of the Illinois River and its floodplain. Proc., World Water and Environmental Resource Congress 2001, and "." ASCE, Reston, VA.
8. Francos A. Elorza F.J. Bouraoui F. Bidoglio G. Galbiati L. Sensitivity analysis of distributed environmental simulation models: Understanding the model behaviour in hydrological studies at the catchment scale. Reliab. Eng. Syst. Saf. 2003, 79(2):205-218. RESSEP, 0951-8320, 10.1016/S0951-8320(02)00231-4, and ".".
9. Hall J.W. Boyce S.A. Wang Y.L. Dawson R.J. Tarantola S. Saltelli A.A. Sensitivity analysis for hydraulic models. J. Hydraul. Eng. 2009, 135(11):959-969. JHEND8, 0733-9429, 10.1061/(ASCE)HY.1943-7900.0000098, and ".".
10. Homma T. Saltelli A. Importance measures in global sensitivity analysis of nonlinear models. Reliab. Eng. Syst. Saf. 1996, 52(1):1-17. RESSEP, 0951-8320, 10.1016/0951-8320(96)00002-6, and ".".
11. Mississippi Basin modeling system development and application. 1998, Hydrologic Engineering Center (HEC), "." Project Rep.-36, U.S. Army Corps of Engineers, Davis, CA.
12. Lian Y.Q. Demissie M. Andrew K. Management strategies for flood protection in the Lower Illinois River, Phase II: Real-time simulation of flooding with UNET model. 2001, and "." Contract Rep. 2001-16, Illinois State Water Survey, Champaign, IL.
13. Lian Y.Q. Demissie M. Choi H. Blanco A. Optimal spillway dimensions for flood stage reduction in the lower Illinois River with the UNET model. Proc. World Water and Environmental Resources Congress 2003, and "." Philadelphia, PA.
14. Lu Y.C. Mohanty S. Sensitivity analysis of complex, proposed geologic waste disposal system using the Fourier amplitude sensitivity test method. Reliab. Eng. Syst. Saf. 2001, 72(3):275-291. RESSEP, 0951-8320, 10.1016/S0951-8320(01)00020-5, and ".".
15. Neumann M.B. Gujer W. von Gunten U. Global sensitivity analysis for model-based prediction of oxidative micropollutant transformation during drinking water treatment. Water Res. 2009, 43(4):997-1004. WATRAG, 0043-1354, 10.1016/j.watres.2008.11.049, and, ".".
16. Munoz-Carpena R. Zajac Z. Kuo Y.M. Global sensitivity and uncertainty analyses of the water quality model VFSMOD-W. Trans. ASABE 2007, 50(5):1719-1732. TARSBB, and ".".
17. Saltelli A. Bolado R. An alternative way to compute Fourier amplitude sensitivity test (FAST). Comput. Stat. Data Anal. 1998, 26(4):445-460. CSDADW, 0167-9473, 10.1016/S0167-9473(97)00043-1, and ".".
18. Sensitivity analysis 2000, Saltelli, A., Chan, K., Scott, E. M., and eds. (a). Wiley, New York.
19. Saltelli A. Tarantola S. Campolongo F. Ratto M. Sensitivity analysis in practice: A guide to assessing scientific models 2000, and (b). Wiley, New York.
20. Saltelli A. Tarantola S. Chan K. quantitative model independent method for global sensitivity analysis of model output. Technometrics 1999, 41(1):39-56. TCMTA2, 0040-1706, 10.2307/1270993, and ".".
21. Simulation environment for uncertainty and sensitivity analysis. SIMLAB version 3.2 [Computer software]. "." Joint Research Centre of the European Commission. Brussels, Belgium.
22. Singh K.P. Managed flood storage option for selected levees along the Lower Illinois River for enhancing flood protection, agriculture, wetlands, and recreation-First rep.: Stage and flood frequencies and the Mississippi backwater effects. 1996, "." Contract Rep. 590, Illinois State Water Survey, Champaign, IL.
23. Soong T.W. Lian Y. Management strategies for flood protection in the Lower Illinois River-Phase I: Development of the Lower Illinois River-Pool 26 UNET model. 2001, and "." Contract Rep. 2001-10, Illinois State Water Survey, Champaign, IL.
24. One-dimensional unsteady flow through a full network of open channels. UNET vVersion 4.0 [Computer software]. "." Hydrologic Engineering Center (HEC), Water Resources Support Center, U. S. Army Corps of Engineers. Davis, CA.
25. The Great Flood of 1993. 1994, U.S. Army Corps of Engineers (USACE), "." Post-flood rep.: Upper Mississippi River and Lower Missouri River Basins; Appendix C, USACE St. Louis District, St. Louis.
26. Floodplain management assessment of the Upper Mississippi and Lower Missouri Rivers and their tributaries. 1995, USACE, "." Main Rep., Washington, DC.
27. Mississippi Basin modeling system development and application. 1998, USACE, "." USACE Hydrologic Engineering Center PR-36, Davis, CA.
28. Upper Mississippi River flow frequency study. 2004, USACE, "." USACE Hydrologic Engineering Center PR-36, Davis, CA.