Shallow Water Wave Propagation in Convectively Accelerating Open-Channel Flow Induced by the Tailwater Effect

Author:

Tsai Christina W.1,Yen Ben C.2

Affiliation:

1. Assistant Professor, 233 Jarvis Hall, Dept. of Civil, Structural, and Environmental Engineering, State Univ. of New York at Buffalo, Buffalo, NY 14260.

2. Deceased December 21, 2001; formerly, Professor, V. T. Chow Hydrosystems Laboratory, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference31 articles.

1. Akan A. O. and Yen B. C. (1977). “A nonlinear diffusion wave model for unsteady open channel flow.” Proc. 17th Int. Assoc. of Hydraulic Engineering and Research Congress 2 181–190.

2. Nonlinear evolution equations for two-dimensional surface waves in a fluid of finite depth

3. Chow V. T. (1959). Open-channel hydraulics McGraw–Hill New York.

4. On the effects of downstream boundary conditions on diffusive flood routing

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

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