TECHNICAL NOTES
Jun 1, 2008

Quick Method for Open-Channel Discharge Measurements Using Air Bubbles

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 6

Abstract

An economical methodology is proposed by which distinct air bubbles released at the bottom of a channel may be utilized for determining the local flow discharge q per unit width. Simple theoretical analysis shows that q is linearly dependent on the rise length L of bubbles released at the bottom. This length is the horizontal displacement of the bubbles between the release cross section and the cross section where they emerge. The theoretical findings were compared with measurements in three laboratory flumes and in an irrigation canal. Based on the above, a relationship between L and q has been established. The empirically proposed relationship is very useful for fast discharge measurements in channels and natural streams.

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Acknowledgments

The writers acknowledge G. Kostaras, G. Doulas, S. Gika, and C. Tzoumaka for their participation in the laboratory experiments. Furthermore, the writers wish to thank the three anonymous reviewers who contributed significantly towards the improvement of this technical note through their knowledgeable and insightful comments.

References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 6June 2008
Pages: 843 - 846

History

Received: May 12, 2006
Accepted: Apr 11, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

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Authors

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P. C. Yannopoulos
Associate Professor, Dept. of Civil Engineering, Univ. of Patras, 26500 Patras, Greece (corresponding author). E-mail: [email protected]
A. C. Demetracopoulos
Professor, Dept. of Civil Engineering, Univ. of Patras, 26500 Patras, Greece. E-mail: [email protected]
Ch. Hadjitheodorou
Professor, Dept. of Civil Engineering, Univ. of Patras, 26500 Patras, Greece. E-mail: [email protected]

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