| contributor author | Ali Uyumaz | |
| contributor author | Roger H. Smith | |
| date accessioned | 2017-05-08T20:47:22Z | |
| date available | 2017-05-08T20:47:22Z | |
| date copyright | January 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9437%281991%29117%3A1%2879%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27212 | |
| description abstract | Numerical investigations of flow over side weirs in rectangular and circular channels are reported. Numerical models are obtained from energy principles and solved by a finite difference method. The results are presented in graphic form. Theoretical and experimental equations are presented for the determination of the length of side weirs for rectangular and circular delivery channels. Comparative analyses of side‐weir lengths computed for several example cases show that rectangular‐channel side‐weir procedures generally should not be used for design purposes or for obtaining approximate water‐surface profiles along side weirs in a circular channel (except for the special case of a side‐weir‐height‐to‐channel‐diameter ratio of | |
| publisher | American Society of Civil Engineers | |
| title | Design Procedure for Flow over Side Weirs | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 1 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1991)117:1(79) | |
| tree | Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 001 | |
| contenttype | Fulltext | |
