Technical Notes
Jan 28, 2012

Improvements in Flow Rate Measurements by Flumes

Publication: Journal of Hydraulic Engineering
Volume 138, Issue 8

Abstract

Imperfections of the ISO 4359 standard related to the application of a boundary layer concept for predicting flow rates through rectangular and U-shaped flumes are described in detail. The primary equation for a flume flow chart results from a system of equations consisting of the energy equation and two continuity equations. The first equation requires a different modification of the stream width and depth when the boundary layer concept is applied to all three equations. Additionally, modification of the stream dimensions should refer to the cross section in the throat, where the critical depth occurs, instead of at the very end of the flume throat, as suggested by the ISO 4359 standard. To improve the accuracy of flow rate computations, the critical depth position in Venturi and Palmer-Bowlus flumes was predicted numerically by solving an ordinary differential equation, which describes the water surface profile of steady and gradually varied flow in open channels of prismatic and nonprismatic cross sections. Computing the stream modification for the position of the critical depth in a flume throat resulted in the reduction of the highest relative error of flow prediction for the Palmer-Bowlus flume for an inside sewer diameter D=0.762m from 3.3 to 0.8%, for D=0.381m from 3.7 to 1.2%, for D=0.203m from 4.3 to 3.2%, and for D=0.102m from 5.2 to 3.5%. In addition, a simple algebraic equation for calculating the critical depth position in Venturi flumes was developed. Calculation of the stream modification in the cross section of a flume throat in which the critical depth occurs was proved to improve the accuracy of flow rate computations both for Venturi and for Palmer-Bowlus flumes. However, for the latter type of flume, no such simple algebraic equation for the position of critical depth could be developed successfully. In this case, still some improvements of flow rate calculations could be achieved by modifying the stream dimensions as described by ISO 4359 but for the middle of the throat rather than at its end.

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Acknowledgments

The authors wish to thank Professor J.Sawicki from the University of Gdańsk for his suggestions during the course of the research reported. The authors would also like to thank Mr. Micajah McGarity, a Fulbright Fellow at the Cracow University of Technology during 2010, for improving the English of the paper. This research has been sponsored by the Polish Ministry of Science and Higher Education, project N N523 563338/2010.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 138Issue 8August 2012
Pages: 757 - 763

History

Received: Sep 9, 2008
Accepted: Jan 24, 2012
Published online: Jan 28, 2012
Published in print: Aug 1, 2012

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Authors

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Wojciech Dabrowski [email protected]
Professor of Civil Engineering, Environmental Engineering Institute, Cracow Univ. of Technology, Warszawska 24 St., 31-155 Kraków, Poland (corresponding author). E-mail: [email protected]
Urszula Polak [email protected]
Assistant Professor, Environmental Engineering Institute, East European State Higher School in Przemysl, Tymona Terleckiego 4 St., 37-700 Przemysl, Poland. E-mail: [email protected]

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