| contributor author | Ismail Aydin | |
| contributor author | A. Burcu Altan-Sakarya | |
| contributor author | A. Metin Ger | |
| date accessioned | 2017-05-08T20:45:36Z | |
| date available | 2017-05-08T20:45:36Z | |
| date copyright | September 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9429%282006%29132%3A9%28987%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26180 | |
| description abstract | Slit weirs designed to measure small discharges in open channel flows are investigated. Experimental data available in the literature are added to study the effect of the slit width. An explicit relation for the discharge coefficient is obtained by a conventional Reynolds number definition. The discharge coefficient is modified to increase the working range of slit weirs for small values of head to slit-width ratios. | |
| publisher | American Society of Civil Engineers | |
| title | Performance of Slit Weir | |
| 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(987) | |
| tree | Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 009 | |
| contenttype | Fulltext | |
