TECHNICAL PAPERS
Jul 1, 2006

Response of a Tropical Reservoir to Bubbler Destratification

Publication: Journal of Environmental Engineering
Volume 132, Issue 7

Abstract

A one-dimensional reservoir-bubbler model has been developed to examine the mixing and the change in dissolved oxygen pattern induced by bubbler operation in a stratified reservoir. The reservoir-bubbler model is applied to a tropical reservoir, the Upper Peirce Reservoir, Singapore. For this tropical reservoir with low wind speeds, it is found that bubbler operation dominates oxygen transfer into the reservoir water rather than oxygen transfer from all other sources, including surface reaeration. It is illustrated that selection of airflow rate per diffuser, air bubble radius, and total number of diffusers are important criteria in bubbler designs. Higher dissolved oxygen levels in reservoirs are obtained by increasing the bubbler airflow rate that is associated with lower mechanical efficiency (ηmech) than optimal ηmech of the bubbler. Determining an appropriate airflow rate is shown to be a tradeoff between increased dissolved oxygen levels and increased operating costs as airflow rate increases. When the reservoir is close to well mixed, the water quality is usually reasonably good but the bubbler operates at a very low ηmech —thus the bubbler should be turned off.

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Acknowledgments

The France Government Scholarship awarded to the first writer is gratefully acknowledged. The writers gratefully acknowledge the three anonymous reviewers for their valuable comments and suggestions to improve quality of the paper.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 132Issue 7July 2006
Pages: 736 - 746

History

Received: May 24, 2004
Accepted: Oct 25, 2005
Published online: Jul 1, 2006
Published in print: Jul 2006

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Authors

Affiliations

Goloka Behari Sahoo [email protected]
Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 3108 Engineering III, One Shield Ave., Davis, CA 95616 (corresponding author). E-mail: [email protected]
David Luketina
Asian Institute of Technology, School of Civil Engineering, Water Engineering and Management Program, P.O. Box 4, Klong Luang, Pathumthani 12120, Thailand.

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