Methodology for Identifying the Best Equations for Estimating the Time of Concentration of Watersheds in a Particular Region-Reference-Cited by-同舟云学术

Methodology for Identifying the Best Equations for Estimating the Time of Concentration of Watersheds in a Particular Region

Published:2011-11 Issue:11 Volume:137 Page:712-719
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Sharifi Soroosh¹²,Hosseini Seyed Mahmood¹²

Affiliation:

1. Formerly, Graduate Student, Ferdowsi Univ., Mashhad, Iran; and Postdoctoral Researcher, Civil Engineering Dept., Catholic Univ. of America, 620 Michigan Ave. N.E., Washington, DC 20064 (corresponding author).

2. Associate Professor, Civil Engineering Dept., Ferdowsi Univ. of Mashhad, P.O. Box 91775-1111, Mashhad, Iran.

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%29IR.1943-4774.0000373

Reference30 articles.

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2. Aron G. and Egborge C. E. (1973). “A practical feasibility study of flood peak abatement in urban areas.” U.S. Army Corps of Engineers Sacramento CA.

3. California Division of Highways (CDH). (1960). “California culvert practice.” Dept. of Public Works Division of Highways Sacramento CA.

4. Carter R. W. (1961). “Magnitude and frequency of floods in suburban areas.” Professional Paper 424-B B9-B11 U.S. Geological Survey Reston VA.

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