Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement
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VIEW THE REPLYPublication: Journal of Irrigation and Drainage Engineering
Volume 148, Issue 6
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 values, where is the elevation head over the weir crest, and 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 , and the weir-inundated regime occurred when . The ideal operating regime was found to occur in the range , where flow rate estimates using measurements of are enhanced. These results are also consistent when considering how the discharge coefficient for the weir rating equation changes with and highlight the need for caution in using empirical discharge coefficients over a broad range of values.
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Data Availability Statement
Data used during this study are available from the corresponding author upon reasonable request.
Acknowledgments
This work was supported by the Colorado Agricultural Experiment Station under Grant No. COL00788.
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© 2022 American Society of Civil Engineers.
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Received: May 26, 2021
Accepted: Nov 5, 2021
Published online: Mar 16, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 16, 2022
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