Numerical Simulations of Efficiency of Curb-Opening Inlets-Reference-Cited by-同舟云学术

Numerical Simulations of Efficiency of Curb-Opening Inlets

Published:2010-01 Issue:1 Volume:136 Page:62-66
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Fang Xing¹²³,Jiang Shoudong¹²³,Alam Shoeb R.¹²³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849-5337; and Adjunct Professor, Lamar Univ., Beaumont, TX 77710 (corresponding author).

2. Project Engineer, RJR Engineering, Ltd., L. L. P., 12651 Briar Forest Dr., Suite 205, Houston, TX 77077.

3. Research Assistant, Dept. of Civil Engineering, Lamar Univ., Beaumont, TX 77710.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000131

Reference12 articles.

1. Bauer W. J. and Woo D. C. (1964). “Hydraulic design of depressed curb opening inlets.” Rep. No . 58 Highway Research Board Washington D.C.

2. Brown S. A. Stein S. M. and Warner J. C. (2001). “Urban drainage design manual.” Hydraulic Engineering Circular No . 22 (HEC-22) U.S. Department of Transportation Federal Highway Administration Washington D.C.

3. Hammonds M. A. and Holley E. (1995). “Hydraulic characteristics of flush depressed curb inlets and bridge deck drains.” Rep. No . 1409-1 Center for Transportation Research Univ. of Texas at Austin Austin Tex.

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