Kinematic‐Wave Method for Peak Runoff Estimates-Reference-Cited by-同舟云学术

Kinematic‐Wave Method for Peak Runoff Estimates

Published:1985-07 Issue:4 Volume:111 Page:419-425
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Akan A. Osman¹

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Old Dominion Univ., Norfolk, Va.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281985%29111%3A4%28419%29

Reference18 articles.

1. INLET CONCENTRATION TIME NOMOGRAM FOR URBAN BASINS

2. A Physics‐Based Approach to Determine Inlet Concentration Times;Akan A. O.;Proceedings of the Third International Conference on Urban Storm Drainage,1984

3. Mathematical Model of Shallow Water Flow Over Porous Media;Akan A. O.;Journal of the Hydraulics Division,1981

4. Effect of Time Distribution of Rainfall on Overland Runoff;Akan A. O.;Proceedings of the Third International Conference on Urban Storm Drainage,1984

5. American Society of Civil Engineers Design and Construction of Sanitary and Storm Sewers Manuals and Reports in Engineering Practice No. 37 1972.

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