TECHNICAL PAPERS
Sep 1, 1987

Real‐Time Flood Management Model for Highland Lake System

Publication: Journal of Water Resources Planning and Management
Volume 113, Issue 5

Abstract

A real‐time flood management (forecasting) model is developed for flood operation of the Lower Colorado River‐Highland Lake System in Texas. This model combines techniques for one‐dimensional unsteady flow routing, rainfall‐runoff modeling, graphical display capability, and interactive software capability. Unsteady flow routing is performed using the United States National Weather Service DWOPER model. The model allows for specification of alternative future precipitation and river‐level scenarios and operational controls in addition to real‐time river levels, reservoir levels, and rainfall.

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References

1.
EG and G Washington Analytical Services Center, Inc. (1981). Lower Colorado River Authority software user's manual, Albuquerque operation, 2450 Alamo Avenue, S.E., Albuquerque, N.M.
2.
Eichert, B. S., and Pabst, F. (1982). “Generalized real‐time flood control system model,” Technical Paper 84, U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, Calif.
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Fread, D. L. (1982). “National weather service operational dynamic wave model,” Hydrologic Research Laboratory, U.S. National Weather Service, NOAA, Silver Spring, Md.
4.
Mays, L. W., Unver, O., and Lansey, K. (1986). “Real‐time flood management model for Lower Colorado River‐Highland Lake system,” Technical Report, Center for Research in Water Resources, The University of Texas at Austin, Austin, Tex.
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McMahon, G. F., Fitzgerald, R., and McCarthy, B. (1984). “BRASS model: practical aspects,” Journal of Water Resources Planning and Management, ASCE, 110(1) 75–89.
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Pabst, A. F., and Peters, J. C. (1983). “A software system to aid in making realtime water control decisions,” Technical Paper No. 89, U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, Calif.
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United States Army Corps of Engineers. (1979). Marshall Ford dam and reservoir water control manual, Fort Worth District, Fort Worth, Tex.
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United States Army Corps of Engineers. (1982a). BRASS, basin runoff and streamflow simulation model, user's manual, Savannah District, Savannah, Ga.
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United States Army Corps of Engineers. (1982b). Streamflow forecasting software documentation, Hydrologic Engineering Center, HEC1F, Davis, Calif.
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United States Army Corps of Engineers. (1982c). Simulation of flood control and conservation systems, user's manual, Hydrologic Engineering Center, HEC‐5, Davis, Calif.
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United States Army Corps of Engineers. (1983a). Water control software documentation. Hydrologic Engineering Center, Davis, Calif.
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United States Army Corps of Engineers. (1983b). User's guide and utility program manuals, Hydrologic Engineering Center, HECDSS, Davis, Calif.
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United States Army Corps of Engineers. (1983c). Real‐time flood forecasting and reservoir control for the Kanawha river basin, Hydrologic Engineering Center, Special Projects Memo No. 83‐10, Davis, Calif.
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United States Department of Agriculture. (1975). “Urban Hydrology for Small Watersheds,” Soil Conservation Service, Technical Release No. 55. Washington, D.C.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 113Issue 5September 1987
Pages: 620 - 638

History

Published online: Sep 1, 1987
Published in print: Sep 1987

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Authors

Affiliations

Okay Unver, A. M. ASCE
Res. Asst., Dept. of Civ. Engrg., Univ. of Texas, Austin, TX 78712
Larry W. Mays, M. ASCE
Prof. of Civ. Engrg., Dept. of Civ. Engrg., Univ. of Texas, Austin, TX 78712
Kevin Lansey
Res. Asst., Dept. of Civ. Engrg., Univ. of Texas, Austin, TX 78712

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