Uncertainty of Predictions of Embankment Dam Breach Parameters
Author:
Affiliation:
1. Hydraulic Engineer, U.S. Dept. of the Interior, Bureau of Reclamation, Water Resources Research Laboratory D-8560, P.O. Box 25007, Denver, CO 80225-0007.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282004%29130%3A5%28389%29
Reference22 articles.
1. Bureau of Reclamation. (1982). Guidelines for defining inundated areas downstream from Bureau of Reclamation dams Reclamation Planning Instruction No. 82-11 U.S. Department of the Interior Bureau of Reclamation Denver 25.
2. Bureau of Reclamation. (1988). “Downstream hazard classification guidelines.” ACER Tech. Memorandum No. 11 U.S. Department of the Interior Bureau of Reclamation Denver 57.
3. Costa J. E. (1985). “Floods from dam failures.” U.S. Geological Survey Open-File Rep. No. 85-560 Denver 54.
4. The maximum discharge of outburst floods caused by the breaching of man-made and natural dams
5. Fread D. L. (1984). DAMBRK: The NWS dam-break flood forecasting model National Weather Service Office of Hydrology Silver Spring Md.
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