Comparison of Kinematic-Wave and Nonlinear Reservoir Routing of Urban Watershed Runoff-Reference-Cited by-同舟云学术

Comparison of Kinematic-Wave and Nonlinear Reservoir Routing of Urban Watershed Runoff

Published:2005-01 Issue:1 Volume:10 Page:39-49
ISSN:1084-0699
Container-title:Journal of Hydrologic Engineering
language:en
Short-container-title:J. Hydrol. Eng.

Author:

Xiong Yiying¹²,Melching Charles S.¹²

Affiliation:

1. Water Resources Engineer, Mead & Hunt, Inc., 6501 Watts Rd., Madison, WI 53719-2700.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Marquette Univ., P.O. Box 1881, Milwaukee, WI 53201-1881.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0699%282005%2910%3A1%2839%29

Reference16 articles.

1. Chow V. T. and Yen B. C. (1974). “A laboratory Watershed Experimentation System.” Hydraulic engineering series No. 27 Dept. of Civil Engineering Univ. of Illinois at Urbana-Champaign Champaign Ill.

2. Huber W. C. and Dickinson R. E. (1988). “Stormwater Management Model version 4 Part A: user’s manual.” Rep. No. EPA∕600∕3-88∕001a U.S. Environmental Protection Agency Athens Ga.

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