TECHNICAL PAPERS
Mar 1, 1987

Brass Model: Application to Savannah River System Reservoirs

Publication: Journal of Water Resources Planning and Management
Volume 113, Issue 2

Abstract

The BRASS (basin runoff and streamflow simulation) model was developed to improve the real‐time and predictive determination of flood discharges and stages, and to aid in flood management decisions within the Savannah River system. BRASS is an interactive hydrologic/hydraulic model that combines aspects of continuous and event hydrologic simulation with dynamic streamflow routing, and represents a significant step in the evolution of flood forecasting and flood management techniques. Model datasets were developed for the three major multipurpose reservoirs in the Savannah River system. Practical considerations in development, calibration, verification, and application are discussed. Standard flood management procedures are compared to BRASS results, indicating a potential for improvement in the use of flood control storage, as well as the inaccuracy of hydrologic routing methods. In addition to real‐time water control management, the model has been successfully used in the analysis of flooding in coastal areas, spillway design and design flood operations for dams, emergency operations for dam failures, and the design of channel modifications for flood control.

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References

1.
Basin Runoff and Streamflow Simulation Database—Clarks Hill Lake Drainage Basin, Savannah River, Georgia—South Carolina, Post, Buckley, Schuh, and Jernigan, Inc., Atlanta, Ga., 1984.
2.
Basin Runoff and Streamflow Simulation Database—Hartwell Lake Drainage Basin, Savannah River, Georgia—South Carolina, Post, Buckley, Schuh, and Jernigan, Inc., Atlanta, Ga., 1983.
3.
Basin Runoff and Streamflow Simulation Database—Richard B. Russell Lake Drainage Basin, Savannah River, Georgia—South Carolina, Post, Buckley, Schuh, and Jernigan, Inc., Atlanta, Ga., 1984.
4.
BRASS, Basin Runoff and Streamflow Simulation Model, Programmers' Manual, U.S. Army Corps of Engineers, Savannah District, Savannah, Ga., 1982.
5.
BRASS, Basin Runoff and Streamflow Simulation Model, Users' Manual, U.S. Army Corps of Engineers, Savannah District, Savannah, Ga., 1982.
6.
Can, E. K., and Houck, M. H., “Problems with Modeling Real‐Time Reservoir Operations,” Journal of Water Resources Planning and Management, ASCE, Vol. III, No. 4, Oct., 1985, pp. 367–381.
7.
Fread, D. L., National Weather Service Operational Dynamic Wave Model, DWOPER, National Weather Service, U.S. Department of Commerce, 1978.
8.
Hager, W. H., and Sinniger, R., “Flood Storage in Reservoirs,” Journal of Irrigation and Drainage Engineering, ASCE, Vol. III, No. 1, Mar., 1985, pp. 76–85.
9.
McMahon, G. F., Fitzgerald, R., and McCarthy, B., “BRASS Model: Practical Aspects,” Journal of Water Resources Planning and Management, ASCE, Vol. 110, No. 1, Jan., 1984, pp. 75–89.
10.
National Engineering Handbook, Section 4: Hydrology, Soil Conservation Service, U.S. Department of Agriculture, 1972.
11.
Perkins, F. E., “The Role of Damping in the Stability of Finite‐Difference Techniques,” Meeting Preprint 689, ASCE National Meeting on Environmental Engineering, Chattanooga, Tenn., 1968.
12.
Reservoir Regulation Manual—Savannah River Basin, U.S. Army Corps of Engineers, Savannah District, Savannah, Ga., 1974.
13.
Storage, Treatment, Overflow, Runoff Model, STORM, U.S. Army Corps of Engineers, Hydrologic Engineering Center, 1977.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 113Issue 2March 1987
Pages: 177 - 190

History

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

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Authors

Affiliations

Raul Colon
Water Resources Engr., Law Environmental Services, 2749 Delk Rd., S.E., Marietta, GA 30067
George F. McMahon
Water Resources Engr., Post, Buckley, Schuh & Jernigan, Inc., Atlanta, GA 30318‐4203

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