| contributor author | A. S. Ramamurthy | |
| contributor author | J. Kai | |
| contributor author | S. S. Han | |
| date accessioned | 2017-05-08T21:53:25Z | |
| date available | 2017-05-08T21:53:25Z | |
| date copyright | July 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29ir%2E1943-4774%2E0000607.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65490 | |
| description abstract | Weirs and notches are efficient devices for measuring flow rates. Banks of slit weirs forming multislit weirs allow both precise discharge measurements in a very large range of flow rates and permit a good flow regulation. V-shaped weirs are traditionally used as precise laboratory flow measuring devices, especially in the low discharge ranges. In the current investigation, the method of images was used to form the V-shaped multislit weir system to allow measurement and regulation of flows in a large range of flows that includes very low flow rates. Experimental studies were conducted to determine the discharge coefficients of V-shaped multislit weirs over a wide range of weir Reynolds numbers. The study provided a single relation between the weir discharge coefficient and the weir Reynolds number for both the rectangular and V-shaped multislit weir systems. | |
| publisher | American Society of Civil Engineers | |
| title | V-Shaped Multislit Weirs | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 7 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000574 | |
| tree | Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 007 | |
| contenttype | Fulltext | |