| contributor author | Ali Uyumaz | |
| contributor author | Yilmaz Muslu | |
| date accessioned | 2017-05-08T20:39:07Z | |
| date available | 2017-05-08T20:39:07Z | |
| date copyright | January 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9429%281985%29111%3A1%28144%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22415 | |
| description abstract | Theoretical and experimental investigations of the flow over sharpedged side weirs in circular channels are reported. A theoretical model can be obtained from energy principles, and it is solved by a finite difference method. The results are presented in diagrammatic form for practical use. The experiments cover sub‐ and supercritical flow regimes, and water surfaces are observed for both. The discharge coefficients are obtained for sub‐ and supercritical regimes. Derived expressions for the side weir discharge and water surface profiles for these regimes are compared with experimental results. | |
| publisher | American Society of Civil Engineers | |
| title | Flow Over Side Weirs in Circular Channels | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1985)111:1(144) | |
| tree | Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 001 | |
| contenttype | Fulltext | |
