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Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement.
- Source :
- Journal of Irrigation & Drainage Engineering; Jun2022, Vol. 148 Issue 6, p1-9, 9p
- Publication Year :
- 2022
-
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. [ABSTRACT FROM AUTHOR]
- Subjects :
- COMPUTATIONAL fluid dynamics
WEIRS
FLOW measurement
DISCHARGE coefficient
Subjects
Details
- Language :
- English
- ISSN :
- 07339437
- Volume :
- 148
- Issue :
- 6
- Database :
- Complementary Index
- Journal :
- Journal of Irrigation & Drainage Engineering
- Publication Type :
- Academic Journal
- Accession number :
- 156415528
- Full Text :
- https://doi.org/10.1061/(ASCE)IR.1943-4774.0001652