TECHNICAL PAPERS
Jan 1, 1987

Dam‐Breach Flood Wave Models

Publication: Journal of Hydraulic Engineering
Volume 113, Issue 1

Abstract

Significant advances in the state‐of‐the art of dam‐breach flood wave modeling have occurred during the past decade. A comparative evaluation of several leading models representative of the current state‐of‐the‐art included a comprehensive literature survey and application of the selected models to several case study data sets. A dynamic routing model should be used whenever obtaining a maximum practical level of accuracy is required and adequate manpower, time, and computer resources are available. The National Weather Service (NWS) Dam‐Break Hood Forecasting Model (DAMBRK) is the optimal choice of model for most practical applications. Some applications require the capability to perform an analysis as expeditiously as possible. The NWS Simplified Dam‐Break Flood Forecasting Model (SMPDBK) is the optimal choice of model for most of these types of applications.

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References

1.
Bodine, B. R., “Users Manual for FLOW SIM 1, Numerical Method for Simulating Unsteady and Spatially Varied Flow in Rivers and Dam Failures,” U.S. Army Corps of Engineers, Southwestern Division, Dallas, Tex.
2.
Chen, C., and Armbruster, J. T., “Dam‐Break Wave Model: Formulation and Verification,” Journal of Hydraulics Division, ASCE, Vol. 106, No. HY5, May, 1980, pp. 747–767.
3.
Comer, G. H., Theurer, F. D., and Richardson, H. H., “The Modified Attenuation‐Kinematic (ATT‐KIN) Routing Model,” Rainfall‐Runoff Relationship, V. P. Singh, Ed., Water Resources Publications, Littleton, Colo., 1982.
4.
Fread, D. L., “DAMBRK: The NWS Dam‐Break Flood Forecasting Model,” National Weather Service, Office of Hydrology, Silver Spring, Md., 1984.
5.
Hydrologic Engineering Center, “HEC‐1 Flood Hydrograph Package, Users Manual,” U.S. Army Corps of Engineers, Davis, Calif., Sept., 1981.
6.
Land, L. F., “Evaluation of Selected Dam‐Break Flood Wave Models by Using Field Data,” U.S. Geological Survey, 1980.
7.
Military Hydrology Team, “MILHY User's Manual,” U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss., 1986.
8.
Ray, H. A., and Kjelstrom, L. C., “The Flood in Southeastern Idaho from the Teton Dam Failure of June 5, 1976,” U.S. Geological Survey, Open File Report 77‐765, 1978.
9.
Sakkas, J. G., “Dimensionless Graphs from Ruptured Dams,” Research Note No. 8, U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, Calif., 1980.
10.
U.S. Department of Agriculture, Soil Conservation Service, “Simplified Dam‐Breach Routing Procedure,” Technical Release No. 66, 1979 (Revised Dec., 1981).
11.
Wetmore, J. N., and Fread, D. L., “The NWS Simplified Dam‐Break Model Executive Brief,” National Weather Service, Office of Hydrology, Silver Spring, Md., 1983.
12.
Williams, J. R., “Flood Routing with Variable Travel Time or Variable Storage Coefficients,” Transactions of the American Society of Agricultural Engineers, Vol. 12, No. 1, 1969, pp. 100–103.
13.
Wurbs, R. A., “Military Hydrology Report 9: State‐of‐the‐Art Review and Annotated Bibliography of Dam‐Breach Flood Forecasting,” Miscellaneous Paper EL‐79‐6, U.S. Army Corps of Engineers, Waterways Experiment Station, Feb., 1985.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 113Issue 1January 1987
Pages: 29 - 46

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

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Ralph A. Wurbs, M. ASCE
Asst. Prof., Civ. Engrg. Dept., Texas A&M Univ., College Station, TX 77843

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