Storage Volume and Overflow Risk for Infiltration Basin Design-Reference-Cited by-同舟云学术

Storage Volume and Overflow Risk for Infiltration Basin Design

Published:2001-06 Issue:3 Volume:127 Page:170-175
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Guo James C. Y.¹²,Hughes William¹²

Affiliation:

1. Prof., Dept. of Civ. Engrg., Univ. of Colorado at Denver, Denver, CO 80204. E-mail: jguo@carbon.cudenver.edu

2. Prof., Dept. of Civ. Engrg., Univ. of Colorado at Denver, Denver, CO 80204.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9437%282001%29127%3A3%28170%29

Reference24 articles.

1. Athayde D. N. ( 1976). “Best management practices (BMP).” Proc. Urban Stormwater Seminars Water Quality Management Guide WPD 03-76-04 U.S. Environmental Protection Agency Washington D.C.

2. Predicting Infiltration and Ground-Water Mounds for Artificial Recharge

3. Brooks R. H. and Corey A. T. ( 1964). “Hydraulic properties of porous media.” Hydrologic Paper No. 3 Colorado State University Ft. Collins Colo.

4. Chow V. T. ( 1964). Handbook of applied hydrology McGraw-Hill New York.

5. Driscoll E. D. Palhegyi G. E. Strecker E. W. and Shelley P. E. ( 1989). Analysis of storm events characteristics for selected rainfall gauges throughout the United States U.S. Environmental Protection Agency Washington D.C.

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