| contributor author | Sherry L. Hunt | |
| contributor author | Kem C. Kadavy | |
| date accessioned | 2017-05-08T21:51:34Z | |
| date available | 2017-05-08T21:51:34Z | |
| date copyright | January 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000673.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64505 | |
| description abstract | Retrofitting embankment dams with stepped spillways has become a common design practice, particularly for those dams that change hazard classification from low to high. For embankment dams retrofitted with stepped spillways, the chute length is often insufficient for developing aerated flow or an inception point. The inception point is a key spillway design parameter used in energy dissipation, flow depth, and air entrainment prediction relationships. Original research for developing an inception-point relationship for stepped spillways was based on primarily gravity ( | |
| publisher | American Society of Civil Engineers | |
| title | Inception Point for Embankment Dam Stepped Spillways | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000644 | |
| tree | Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001 | |
| contenttype | Fulltext | |