Accuracy of Kinematic Wave Approximation for Flood Routing. II. Unsteady Analysis-Reference-Cited by-同舟云学术

Accuracy of Kinematic Wave Approximation for Flood Routing. II. Unsteady Analysis

Published:2008-11 Issue:11 Volume:13 Page:1089-1096
ISSN:1084-0699
Container-title:Journal of Hydrologic Engineering
language:en
Short-container-title:J. Hydrol. Eng.

Author:

Moramarco Tommaso¹²³,Pandolfo Claudia¹²³,Singh Vijay P.¹²³

Affiliation:

1. Researcher, National Research Council, Institute for Geo-Hydrological Protection, Via Madonna Alta 126, 06128 Perugia, Italy.

2. Ph.D. Student, National Research Council, Institute for Geo-Hydrological Protection, Via Madonna Alta 126, 06128 Perugia, Italy.

3. Caroline and William N. Lehrer Distinguished Chair in Water Engineering, Professor of Civil and Environmental Engineering, and Professor of Biological and Agricultural Engineering, Dept. of Biological and Agricultural Engineering, Texas A & M Univ., 2117 TAMU, College Station, TX 77842-2117.

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%282008%2913%3A11%281089%29

Reference15 articles.

1. Conditions governing the use of approximations for the Saint-Vénant equations for shallow surface water flow

2. Fread D. L. (1983). “Applicability of criteria for kinematic and diffusion routing models.” HRL 183 Hydrol. Res. Lab. Natl. Weather Service NOAA Silver Spring Md.

3. Accuracy of Kinematic Wave and Diffusion Wave Approximations for Flood Routing. I: Steady Analysis

4. The effect of the small-slope approximation and lower boundary conditions on solutions of the Saint-Venant equations

5. Unsteady one-dimensional flow over a plane: Partial equilibrium and recession hydrographs

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