Dam Break in Channels with 90° Bend-Reference-Cited by-同舟云学术

Dam Break in Channels with 90° Bend

Published:2002-11 Issue:11 Volume:128 Page:956-968
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Frazão S. Soares¹,Zech Y.²

Affiliation:

1. Research Fellow, Fonds National de la Recherche Scientifique and Univ. catholique de Louvain, Dept. of Civil Engineering, Hydraulics Unit, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.

2. Professor, Dept. of Civil Engineering, Hydraulics Unit, Univ. catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282002%29128%3A11%28956%29

Reference17 articles.

1. A high-resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations

2. Mean Flow and Turbulence in Open-Channel Bend

3. Capart H. Young D. L. Huang S. Y. and Pan J. M. (1996). “Lateralized flux-predictor scheme for the computation of open-channel flow in arbitrary topography.” Proc. 20th Natl. Conf. on Theoretical and Applied Mechanics National Taiwan Univ. 406–413.

4. Voronoï imaging methods for the measurement of granular flows

5. Cunge J. A. Holly F. M. and Verwey A. (1980). Practical aspects of computational river hydraulics Pitman London.

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