Passive and active control of diversions to an off-line reservoir for flood stage reduction

Advances in Water Resources

Volumn 29, Issue 6, 2006, Pages 861-871

  Sanders, Brett F ^a   Pau, John C ^b   Jaffe, David A ^c  

^a University of California at Irvine   (United States)

^b Ringgold Standard Institution Informatics   (United States)

^c Inc   (United States)

Author keywords

Diversions; Flood control; Flood modeling; Off line reservoir

Indexed keywords

MATHEMATICAL MODELS; OPTIMAL CONTROL SYSTEMS; RUNOFF; STREAM FLOW; WATERSHEDS;

COASTAL WATERSHEDS; FLOOD MODELING; FLOOD STAGE REDUCTION; OFF-LINE RESERVOIR;

FLOOD CONTROL;

FLOOD CONTROL; MATHEMATICAL MODELS; OPTIMAL CONTROL SYSTEMS; RUNOFF; STREAM FLOW; WATERSHEDS;

FLOOD CONTROL; NUMERICAL MODEL; OPTIMIZATION; RESERVOIR;

EID: 33645865227     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2005.07.015     Document Type: Article

References (19)

1. Bulkley J. Personnel communication to B. Sanders, 1997.
2. Chow V.T. Open-channel hydraulics (1959), McGraw-Hill 680 p
3. Cunge J.A., Holly Jr. F.M., and Verwey A. Practical aspects of computational River Hydraulics (1980), Pitman
4. EASPE, Inc. Use and benefits of the national weather service river and flood forecasts. Report prepared for the National Hydrologic Warning Council, 2002. Available from: http://www.udfcd.org/Nhwc/.
5. El-Hames A.S., and Richards K.S. An integrated, physically based model for arid region flash flood prediction capable of simulating dynamic transmission loss. Hydrol Process 12 (1998) 1219-1232
6. Jaffe DA. Levee breaches for flood reduction. PhD Dissertation, Environmental Engineering Graduate Program, University of California, Irvine, 2002.
7. Jaffe, and Sanders. Engineered levee breaches for flood mitigation. J Hydraul Eng 127 6 (2001) 471-479
8. Gupta H., Sorooshian S., Gao X., Imam B., Hsu K.-L., Bastidas L., et al. The challenge of predicting flash floods from thunderstorm rainfall. Philos Trans R Soc Lond A 360 (2002) 1363-1371
9. Haque C.E. Risk assessment, emergency preparedness and response to hazards: the case of the 1997 Red River valley flood, Canada. Natural Hazards 21 (2000) 225-245
10. Hansen B. Army Corps of Engineers develops Red River Valley flood plan. Civil Eng 74 11 (2004) 22-23
11. Nolte B.H., and Schwab G.O. Pumped storage, an alternative to channelization. Ohio Rep Res Dev Agric, Home Econom, Nat Resour 56 5 (1971) 70-71
12. Nolte B.H., and Schwab G.O. Streamflow regulation with pumped storage reservoirs. Trans ASAE 17 3 (1974) 440-442
13. Sanders B.F. High-resolution and non-oscillatory solution of the St. Venant equations in non-rectangular and non-prismatic channels. J Hydraul Res 39 3 (2001) 321-330 (For information on how the model accounts for energy losses, see Discussion and Reply by Authors. J Hydraul Res, 41(6), 668-72.)
14. Sanders B.F., and Chrysikopoulos C.V. Longitudinal interpolation of parameters characterizing channel geometry by piece-wise polynomial and universal kriging methods: effect on flow modeling. Adv Water Res 27 (2004) 1061-1073
15. Sanders B.F., Jaffe D.A., and Chu A.K. Discretization of integral equations describing flow in nonprismatic channels with uneven beds. J Hydraul Eng 129 3 (2003) 235-244
16. Sanders B.F., and Katopodes N.D. Active flood hazard mitigation. I: Bidirectional wave control. J Hydraul Eng 125 10 (1999) 1057-1070
17. San Francisquito Creek Coordinated Resources Management and Planning Flood Control and Erosion Task Force. Reconnaissance Investigation Report of San Francisquito Creek, Peninsula Conservation Center, Palo Alto, CA, 1998.
18. Schemel LE, Cox MH, Hager SW, Sommer TR. Hydrology and chemistry of floodwaters in the Yolo Bypass, Sacramento River system, California, during 2000. US Geol Surv, Water Res Inv Rep 02-4202.
19. Ward A.D., and Trimble S.W. Environmental hydrology (2003), Lewis Publishers 475 p