Technical Notes
Aug 1, 2013

What Should Be the 95th Percentile Rainfall Event Depths?

Publication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 1

Abstract

Based on Section 438 of the Energy Independence and Security Act of 2007, the U.S. Environmental Protection Agency (USEPA) published a report providing technical guidance that recommends using the 95th percentile rainfall event for federal development or redevelopment projects to preserve or restore predevelopment hydrology of the site. In this study, the 95th percentile rainfall depths using daily rainfall data were computed following the USEPA guidelines from 18 selected weather stations. The purpose of this study is to investigate whether the 95th percentile daily rainfall depths truly represent the 95th percentile event rainfall depths. For analysis, the 95th percentile event rainfall depths were computed using hourly rainfall data for storm events separated by minimum interevent dry periods of 6, 8, 12, 18, 24, 48, and 72-h and compared with the 95th percentile daily rainfall depths. The 95th percentile event rainfall depths calculated using minimum interevent dry periods of 6–72 h are on average 11–100% greater than the 95th percentile daily rainfall depths recorded at 18 selected weather stations.

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Acknowledgments

The authors thank three anonymous reviewers who provided the comments to improve the paper.

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Information & Authors

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 140Issue 1January 2014

History

Received: Aug 1, 2012
Accepted: Jul 29, 2013
Published online: Aug 1, 2013
Published in print: Jan 1, 2014
Discussion open until: Mar 1, 2014

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Authors

Affiliations

Sushban Shrestha [email protected]
EIT
Water Resources EIT, Hydro-Engineering Solutions, A Division of Trimble, 2124 Moore’s Mill Rd., Suite 120, P.O. Box 2889, Auburn, AL 36831-2889. E-mail: [email protected]
Xing Fang, Ph.D. [email protected]
P.E.
D.WRE
M.ASCE
Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849-5337 (corresponding author). E-mail: [email protected]
Wesley C. Zech, Ph.D. [email protected]
Brasfield and Gorrie Associate Professor of Construction Engineering and Management, Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., Auburn, AL 36849-5337. E-mail: [email protected]

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