| contributor author | Roger Reinauer | |
| contributor author | Willi H. Hager | |
| date accessioned | 2017-05-08T20:41:56Z | |
| date available | 2017-05-08T20:41:56Z | |
| date copyright | November 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9429%281994%29120%3A11%281292%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23890 | |
| description abstract | The present paper provides an experimental study of standing waves generated by piers in chute spillways. The wave pattern is described with the coordinates at the wave beginning, at the section of maximum wave height, and at the wave end. Wave 1 refers to the immediate tailwater zone of the pier, whereas wave 2 may appear at the chute wall farther downstream. Both waves tend to become independent of the approach Froude number provided | |
| publisher | American Society of Civil Engineers | |
| title | Supercritical Flow behind Chute Piers | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1994)120:11(1292) | |
| tree | Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 011 | |
| contenttype | Fulltext | |
