TECHNICAL PAPERS
Jan 1, 1984

Brass Model: Practical Aspects

Publication: Journal of Water Resources Planning and Management
Volume 110, Issue 1

Abstract

The BRASS (Basin Runoff and Streamflow Simulation) model was developed to provide flood management decision support for operation of Savannah River system projects. BRASS is an interactive hydrologic/hydraulic model which can perform rainfall‐runoff simulation for subareas, using the Soil Conservation Service curve number infiltration procedure, continuously simulate variation in curve number and baseflow for subareas using rainfall and evaporation data, perform unit hydrograph and controlled storage routing of subarea runoff, and perform dynamic streamflow routing for combining subarea outflows and determining stage, discharge, and velocity histories at points throughout a dendritic river system. The model incorporates and enhances two previously developed hydrologic models and the National Weather Service river forecast model, DWOPER, linked by a command program using “problem‐oriented language” (POL) input. Because BRASS effectively merges hydrologic and hydraulic models for watershed analysis, it has numerous applications in project operations, flood forecasting (including tidally influenced areas), and design of flood or water control structures.

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References

1.
“BRASS, Basin Runoff and Streamflow Simulation Model,” User's Manual, U.S. Army Corps of Engrs., Savannah District, Mar. 8, 1982.
2.
“BRASS, Basin Runoff and Streamflow Simulation Models,” Programmer's Manual, U.S. Army Corps of Engrs., Savannah District, Apr., 1982.
3.
Fread, D. L., “National Weather Service Operational Dynamic Wave Model,” National Weather Service, U.S. Department of Commerce, Apr., 1978.
4.
Fread, D. L., and Smith, G. F., “Calibration Technique for One‐Dimensional Unsteady Flow Models,” Journal of the Hydraulics Division, ASCE, Vol. 104, No. HY7, Proc. Paper 13892, July, 1978, pp. 1027–1044.
5.
Fread, D. L., “NWS Operational Dynamic Wave Model,” Verification of Mathematical and Physical Models in Hydraulic Engineering, Proceedings, 26th Annual Hydraulics Division Speciality Conference, ASCE, College Park, Md., Aug., 1978, pp. 455–464.
6.
Gray, Donald D., et al., “Antecedent Moisture Condition Probabilities,” Journal of the Irrigation and Drainage Division, ASCE, Vol. 108, No. IR2, Proc. 17165, June, 1982, pp. 107–114.
7.
Hawkins, R. H., “Runoff Curve Numbers with Varying Site Moisture,” Journal of the Irrigation and Drainage Division, ASCE, Vol. 104, No. IR4, Proc. 14254, Dec., 1978, pp. 389–398.
8.
National Engineering Handbook, Section 4, “Hydrology,” Soil Conservation Service, U.S. Department of Agriculture, Aug., 1972.
9.
Slack, R. B., and Welch, R., “Soil Conservation Service Runoff Curve Number Estimates from Landsat Data,” Water Resources Bulletin, Vol. 16, No 5, Paper No. 8005S, Oct., 1980.
10.
Storage Treatment, Overflow, Runoff Model, “STORM,”, Hydrologic Engr. Center, U.S. Army Corps of Engrs., Aug., 1977.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 110Issue 1January 1984
Pages: 75 - 89

History

Published online: Jan 1, 1984
Published in print: Jan 1984

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Authors

Affiliations

George F. McMahon
Supervisory Civ. Engr., U.S. Army Corps of Engrs., Savannah Dist., Savannah, Ga. 31402
Robert Fitegerald
Water Resources Engr., Camp, Dresser and McKee, Inc., Boston, Mass. 02108
Brent McCarthy
Water Resources Engr., Camp, Dresser and McKee, Inc., Boston, Mass. 02108

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