| contributor author | Amir Hossein Azimi | |
| contributor author | N. Rajaratnam | |
| date accessioned | 2017-05-08T21:50:39Z | |
| date available | 2017-05-08T21:50:39Z | |
| date copyright | December 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000141.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63945 | |
| description abstract | This technical note presents a critical analysis flow over weirs of finite crest length, with square-edged or rounded entrance, for free-flow conditions. Using the flow equation for the broad-crested weir with parallel flow in the critical state as the basis, we have defined the discharge coefficient | |
| publisher | American Society of Civil Engineers | |
| title | Discharge Characteristics of Weirs of Finite Crest Length | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 12 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000117 | |
| tree | Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 012 | |
| contenttype | Fulltext | |
