| contributor author | Vijay P. Singh | |
| contributor author | Panagiotis D. Scarlatos | |
| date accessioned | 2017-05-08T20:40:03Z | |
| date available | 2017-05-08T20:40:03Z | |
| date copyright | January 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9429%281988%29114%3A1%2821%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22910 | |
| description abstract | Analytical models are developed for the simulation of earthdam breach erosion. Using a reservoir water‐mass depletion equation, broad‐crested weir hydraulics and a breach‐erosion relation, solutions are derived for rectangular, triangular, and trapezoidal‐shaped breaches. Breach erosion is assumed to be either a linear or quadratic function of the outflow mean water velocity. Historical data are used to test the models. A sensitivity analysis is performed to determine the importance of the various parameters involved. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Gradual Earth‐Dam Failure | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1988)114:1(21) | |
| tree | Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 001 | |
| contenttype | Fulltext | |
