Technical Papers
Jul 2, 2013

Design of Storm-Water Retention Ponds with Floating Treatment Wetlands

Publication: Journal of Environmental Engineering
Volume 139, Issue 11

Abstract

Experimental investigations undertaken to optimize the layout of floating treatment wetlands (FTWs) for maximum hydraulic performance of storm-water retention ponds are described. The study is the first to investigate how the arrangement of an FTW in a storm-water retention pond affects its hydraulic performance. The size, orientation, and arrangement of FTWs were investigated as well as the influence of inlet arrangements on the effects that the FTW has on the system hydraulics. For all the tests, the FTWs were positioned centrally across the width of the pond. The results show that FTWs can significantly improve the hydraulic performance of storm-water retention ponds. The hydraulic performance is shown to depend on the position, size, and placing arrangement of an FTW in the pond as well as the inlet arrangement.

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Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 139Issue 11November 2013
Pages: 1343 - 1349

History

Received: Jul 18, 2011
Accepted: Jun 30, 2013
Published online: Jul 2, 2013
Published in print: Nov 1, 2013
Discussion open until: Dec 2, 2013

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Authors

Affiliations

Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand (corresponding author). E-mail: [email protected]
Bruce W. Melville
M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand.
Asaad Shamseldin
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand.

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