Time of Concentration Estimated Using Watershed Parameters Determined by Automated and Manual Methods-Reference-Cited by-同舟云学术

Time of Concentration Estimated Using Watershed Parameters Determined by Automated and Manual Methods

Published:2008-04 Issue:2 Volume:134 Page:202-211
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Fang Xing¹²³⁴⁵,Thompson David B.¹²³⁴⁵,Cleveland Theodore G.¹²³⁴⁵,Pradhan Pratistha¹²³⁴⁵,Malla Ranjit¹²³⁴⁵

Affiliation:

1. Professor, Dept. of Civil Engineering, Lamar Univ., Beaumont, TX 77710-0024; presently, Auburn Univ., Auburn, AL 36849 (corresponding author). E-mail: xing.fang@auburn.edu

2. Associate Professor, Dept. of Civil & Environmental Engineering, Texas Tech Univ., Lubbock, TX 79409. E-mail: daivd.thompson@ttu.edu

3. Associate Professor, Dept. of Civil & Environmental Engineering, Univ. of Houston, Houston, TX 77204. E-mail: cleveland@uh.edu

4. Research Assistant, Dept. of Civil Engineering, Lamar Univ., Beaumont, TX 77710-0024. E-mail: pratishpradhan@hotmail.com

5. E.I.T., Stanley Consultants, 1661 E. Camelback Rd., Suite 400, Phoenix, AZ 85016; formerly, Research Assistant, Dept. of Civil Engineering, Lamar Univ., Beaumont, TX 77710-0024. E-mail: mallaranjit@stanleygroup.com

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%282008%29134%3A2%28202%29

Reference39 articles.

1. Aron G. and Egborge C. E. (1973). “A practical feasibility study of flood peak abatement in urban areas.” Rep. to the U.S. Army Corps of Engineers Sacramento District Sacramento Calif.

2. Asquith W. H. Slade R. M. (1997). “Regional equations for estimation of peak streamflow frequency for natural basins in Texas.” U.S. Geological Survey Water Resources Investigations Rep. 96-4307 Austin Tex. p. 68

3. Asquith W. H. Thompson D. B. Cleveland T. G. and Fang X. (2004). “Synthesis of rainfall and runoff data used for Texas Department of Transportation Research Projects 0-4193 and 0-4194.” U.S. Geological Survey Open-File Rep. No. 2004-1035 Austin Tex.

4. Characteristic response times in design flood estimation

5. Sensitivity of SCS models to curve number variation;Bondelid T. R.;Water Resour. Bull.,1982

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