| contributor author | Prabhata K. Swamee | |
| contributor author | Santosh K. Pathak | |
| contributor author | Mahesh Agarwal | |
| contributor author | Anwar S. Ansari | |
| date accessioned | 2017-05-08T20:47:23Z | |
| date available | 2017-05-08T20:47:23Z | |
| date copyright | May 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9437%281991%29117%3A3%28311%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27225 | |
| description abstract | Weirs are devices installed in channels by means of which flow may be measured within a given degree of accuracy. Linear weir flow‐measuring devices introduce less relative error in discharge measurement. The design of a linear weir is such that the base approaches infinity; this makes its theoretical design physically unrealizable. Various attempts have been made to achieve a practical weir profile by cutting off the infinite bottom wings and providing base weirs of different shapes. Furthermore, all these designs use a constant discharge coefficient, whereas there is a considerable variation in the discharge coefficient with the head/weir‐height ratio. A linear weir profile that includes the variation of discharge coefficient and does not require base and datum corrections is presented herein. A design example has also been included. | |
| publisher | American Society of Civil Engineers | |
| title | Alternative Linear Weir Design | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 3 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1991)117:3(311) | |
| tree | Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 003 | |
| contenttype | Fulltext | |