![]() ![]() This paper compares the two computer models, discusses the results of the example computations, and presents recommendations for optimal use of both models for dam safety evaluations. However, because of the time and experience required to properly use the DAMBRK computer program, consideration should be given to the use of the HEC-1 program for a preliminary simulation to determine the need to use the NWS DAMBRK program. While DAMBRK has the ability to analyze the flow of a single. These limitations include the inability to model tailwater effects, spillway location, and sufficiently small time intervals. NWS generalized flood routing programs DAMBRK (released in 1988) and DWOPER (released in 1984). ![]() The results show that both computer programs can provide reasonable results at the dam site, but some adjustments have to be made to the HEC-1 results because of its limitations. Both of these computer models were used to simulate hypothetical dam-break floods under probable maximum flood conditions for four dams located in series on the North Fork Feather River in California. The HEC-1 and DAMBRK computer programs were developed by the US Army Corps of Engineers, Hydrologic Engineering Center (HEC) and by the National Weather Service (NWS), respectively. ![]() Cecilio, Pacific Gas & Electric Co, San Francisco, United States, Tsay, Pacific Gas & Electric Co, San Francisco, United States,Ĭatalino B. Dam Break Analysis for a Series of Dams Using the HEC-1 and DAMBRK Computer Programsīy Kuen D. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |