| contributor author | Mao Ye | |
| contributor author | Chao Wu | |
| contributor author | Yunliang Chen | |
| contributor author | Qin Zhou | |
| date accessioned | 2017-05-08T20:45:34Z | |
| date available | 2017-05-08T20:45:34Z | |
| date copyright | September 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9429%282006%29132%3A9%28892%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26169 | |
| description abstract | The spillway studied in this paper was designed as an “S” shape in plan view, characterized in two curved conduits, steep slopes, and small curvature radiuses. An approach of the combination of physical and numerical models was adopted to study the hydraulic characteristics and examine the feasibility of the design. By setting proper sills whose specific layouts were determined by numbers of experiments at the bottom of the curved conduits, the flow pattern was significantly improved. The | |
| publisher | American Society of Civil Engineers | |
| title | Case Study of an S-Shaped Spillway Using Physical and Numerical Models | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 9 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2006)132:9(892) | |
| tree | Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 009 | |
| contenttype | Fulltext | |
