| contributor author | Yakun Guo | |
| date accessioned | 2017-05-08T20:45:03Z | |
| date available | 2017-05-08T20:45:03Z | |
| date copyright | February 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9429%282005%29131%3A2%28134%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25867 | |
| description abstract | Free overfall is treated by using two-dimensional steady potential flow theory. Based on the theory of the boundary value problem of analytical function and the substitution of variables we derive the boundary integral equations in the physical plane for solving the free overfall in a rectangular channel. A numerical iterative method has been developed to solve these boundary integral equations. The free water surface profiles, pressure distribution, and the end-depth ratio are calculated for a wide range of bed slopes, bed roughness, and incoming upstream Froude number. The computed results agree well with the available experimental data. | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Modeling of Free Overfall | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 2 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2005)131:2(134) | |
| tree | Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002 | |
| contenttype | Fulltext | |
