| contributor author | Francesco Giuseppe Carollo | |
| contributor author | Vito Ferro | |
| contributor author | Vincenzo Pampalone | |
| date accessioned | 2017-05-08T21:51:02Z | |
| date available | 2017-05-08T21:51:02Z | |
| date copyright | June 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000368.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64184 | |
| description abstract | A B-jump is defined as the jump having the toe section located on a positively sloping upstream channel and the roller end on a downstream horizontal channel. This jump often occurs in the stilling basins with a horizontal bottom and located downstream of a steep channel. For a B-jump, a completely theoretical approach is not sufficient to solve the momentum equation and to establish the sequent depth ratio. In this paper, by using the laboratory measurements carried out in this investigation, some available empirical relationships useful for estimating the sequent depth ratio are tested. Then, by using the | |
| publisher | American Society of Civil Engineers | |
| title | Sequent Depth Ratio of a B-Jump | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 6 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000342 | |
| tree | Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 006 | |
| contenttype | Fulltext | |
