| contributor author | Joseph M. Sinclair | |
| contributor author | S. Karan Venayagamoorthy | |
| contributor author | Timothy K. Gates | |
| date accessioned | 2022-05-07T21:28:56Z | |
| date available | 2022-05-07T21:28:56Z | |
| date issued | 2022-03-16 | |
| identifier other | (ASCE)IR.1943-4774.0001652.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4283782 | |
| description abstract | This study reexamines flow over a sharp-crested weir using computational fluid dynamics (CFD) to identify the optimal operating range under which the weir functions with accuracy as a free-flowing measurement device. A numerical parametric study was conducted for two separate channel and weir geometries under a range of flow rates resulting in different h/P values, where h is the elevation head over the weir crest, and P is the weir height. Analysis of velocity and pressure profiles over the weir revealed three distinct flow regimes: a high acceleration regime, an ideal operating regime, and a weir-inundated regime that may lead to submerged flow. The high acceleration regime correlates to flows with h/P<0.6, and the weir-inundated regime occurred when h/P>2.0. The ideal operating regime was found to occur in the range 0.6<h/P<2.0, where flow rate estimates using measurements of h are enhanced. These results are also consistent when considering how the discharge coefficient for the weir rating equation changes with h/P and highlight the need for caution in using empirical discharge coefficients over a broad range of h/P values. | |
| publisher | ASCE | |
| title | Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement | |
| type | Journal Paper | |
| journal volume | 148 | |
| journal issue | 6 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0001652 | |
| journal fristpage | 04022011 | |
| journal lastpage | 04022011-9 | |
| page | 9 | |
| tree | Journal of Irrigation and Drainage Engineering:;2022:;Volume ( 148 ):;issue: 006 | |
| contenttype | Fulltext | |