What Should Be the 95th Percentile Rainfall Event Depths?

Author:

Shrestha Sushban1,Fang Xing2,Zech Wesley C.3

Affiliation:

1. 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.

2. Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849-5337 (corresponding author).

3. Brasfield and Gorrie Associate Professor of Construction Engineering and Management, Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., Auburn, AL 36849-5337.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference22 articles.

1. Arnell V. (1982). “Rainfall data for the design of sewer pipe systems.” Rep. Series A:8 Dept. of Hydraulics Chalmers Univ. of Technology Gothenburg Sweden.

2. Asquith W. H. Roussel M. C. Cleveland T. G. Fang X. and Thompson D. B. (2006). “Statistical characteristics of storm interevent time depth and duration for eastern New Mexico Oklahoma and Texas.” Professional Paper 1725 U.S. Geological Survey Texas Water Science Center Austin TX.

3. Evaluating Media Depth, Surface Storage Volume, and Presence of an Internal Water Storage Zone on Four Sets of Bioretention Cells in North Carolina

4. Driscoll E. D. Palhegyi G. E. Strecker E. W. and Shelley P. E. (1989). Analysis of storm event characteristics for selected rainfall gages throughout the United States U.S. Environmental Protection Agency Washington DC.

5. Haubner S. Reese A. Brown T. Claytor R. and Debo T. (2001). “Georgia stormwater management manual: Volume 2 technical handbook.” 〈http://www.atlantaregional.com/environment/georgia-stormwater-manual〉 (Jul. 26 2012).

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