| contributor author | O. Castro-Orgaz | |
| contributor author | J. V. Giráldez | |
| contributor author | J. L. Ayuso | |
| date accessioned | 2017-05-08T20:45:58Z | |
| date available | 2017-05-08T20:45:58Z | |
| date copyright | November 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9429%282008%29134%3A11%281661%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26414 | |
| description abstract | The critical flow principle is a useful approach for the hydraulic analysis of round-crested weirs due to their single head-discharge relationships. The hydraulics of circular-crested weirs is examined using simplified models incorporating streamline curvature effects, comparing their predictions with experimental data. A generalized one-dimensional model based on the critical flow in curvilinear motion has been developed. The discharge coefficient increases with the specific energy normalized with the radius of curvature, | |
| publisher | American Society of Civil Engineers | |
| title | Critical Flow over Circular Crested Weirs | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2008)134:11(1661) | |
| tree | Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011 | |
| contenttype | Fulltext | |