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May 1, 2005

Watershed-Scale Evaluation of a System of Storm Water Detention Basins

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Publication: Journal of Hydrologic Engineering
Volume 10, Issue 3

Abstract

The effectiveness of an existing system of storm water detention basins operating at the watershed scale is evaluated. Data utilized in the study were collected from Valley Creek watershed in Chester County, Pa., which has undergone rapid development from the westward spread of suburban Philadelphia. Since the late 1970s, more than 100 storm water detention basins have been constructed in this 62km2(24mi2) watershed, each designed on a site-by-site basis. The design objective of these detention basins is to limit a site’s postconstruction peak flow rate to or below its predevelopment level for 2- through 100-year storms. To evaluate the watershed-wide effectiveness of the network of detention basins, all basins were surveyed and included in a hydrologic model of the watershed. The U.S. Army Corps of Engineers Hydrologic Engineering Center’s Hydrologic Modeling System (HEC-HMS) model was calibrated by using measured rainfall and observed streamflow from a U.S. Geological Survey (USGS) stream gauge. Results from modeling six measured storm events show that the detention basins reduce watershed-wide peak storm flows by an average of only 0.3%, and can potentially increase peak flow rates. The model was also used to investigate the effects of alternate on-site stormwater management strategies, including outlet structure modification and runoff volume-based management. Results indicate that a runoff volume-based plan is the most effective means of attenuating watershed-wide peak flow rates.

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Acknowledgments

The fieldwork for this paper was completed while the first author was a graduate student at Drexel University, under support from a Drexel teaching assistantship and partial research assistantship under NSF Grant No. 001884. Support of the second author was provided by NSF and by EPA Star Grant No. R-82818210-0. The computational part of this work was partly supported by the Villanova Urban Stormwater Partnership. The authors are indebted to Christy Wojculewski for her help with the field survey and to fellow Drexel Watersheds Team students Rob Ryan, Luanne Steffy, and Angela McGinty for their help and support. This paper is dedicated to Mr. Brian Lambert, Natural Resource Specialist with Valley Forge National Historical Park. Mr. Lambert was a longtime steward of Valley Creek and cared deeply about the effects of development on the biota of the stream. Through the National Park Service, he sponsored numerous scientific studies to document the health of the creek and gave his time selfessly to the Drexel NSF project as needed. His presence will be missed, and we hope that future generations will take such a personal, passionate interest in protecting the resources of the park.

References

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 10Issue 3May 2005
Pages: 237 - 242

History

Received: Jan 14, 2004
Accepted: Jun 11, 2004
Published online: May 1, 2005
Published in print: May 2005

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Authors

Affiliations

Clay H. Emerson, M. ASCE
Research Associate, Villanova Urban Stormwater Partnership, Villanova Univ. Dept. of Civil and Environmental Engineering, 800 Lancaster Ave., Villanova, PA 19085.
Claire Welty
Director, Center for Urban Environmental Research and Education, and Professor of Civil and Environmental Engineering, Univ. of Maryland, Baltimore County, 1000 Hilltop Circle, TRC Room 102, Baltimore, MD 21250.
Robert G. Traver, M. ASCE
Director, Villanova Urban Stormwater Partnership, and Associate Professor of Civil and Environmental Engineering, Villanova Univ. Dept. of Civil and Environmental Engineering, 800 Lancaster Ave., Villanova, PA 19085.

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