Standard Parshall flumes are widely used as in-line flow measurement structures in open channels and irrigation projects. The calibration of flow measurement structures is an important issue in practical applications. At present, free-flow Parshall flumes have separate empirical discharge equations for each nominal flume size, ranging from 1 inch to 50 ft (0.0254–15.24 m). In this study, using dimensional analysis and 420 data points generated from the original rating equations of 21 standard Parshall flume sizes, different dimensionally homogeneous equations were developed to calculate discharge values in Parshall flumes. The results showed that the throat width, the contraction ratio and the Reynolds number are key parameters for deducing a generic discharge equation. A general calibration discharge equation was developed for free-flow conditions for any Parshall flume in the range of 21 standard sizes and a specified contraction ratio of 0.15–0.82 according to the original design criteria. The proposed equation also enables computation of the discharge of Parshall flumes with custom and intermediate sizes. Compared with the original values, the average error in the discharges estimated using the proposed unified discharge equation for all flume sizes was found to be 0.95%.
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October 2022
Research Article|
July 21 2021
General free-flow discharge equation for Parshall flumes Available to Purchase
Ali R. Vatankhah, PhD
Ali R. Vatankhah, PhD
Associate Professor, Department of Irrigation and Reclamation Engineering, University College of Agriculture and Natural Resources, University of Tehran, Karaj, Iran (arvatan@ut.ac.ir)
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Publisher: Emerald Publishing
Received:
November 06 2020
Accepted:
May 27 2021
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2021
Proceedings of the Institution of Civil Engineers - Water Management (2022) 175 (5): 257–270.
Article history
Received:
November 06 2020
Accepted:
May 27 2021
Citation
Vatankhah AR (2022), "General free-flow discharge equation for Parshall flumes". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 175 No. 5 pp. 257–270, doi: https://doi.org/10.1680/jwama.20.00121
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