Experimental Study on Dam-Break Waves for Silted-Up Reservoirs-Reference-Cited by-同舟云学术

Experimental Study on Dam-Break Waves for Silted-Up Reservoirs

Published:2011-11 Issue:11 Volume:137 Page:1385-1393
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Duarte Rafael¹²³⁴,Ribeiro Juliano¹²³⁴,Boillat Jean-Louis¹²³⁴,Schleiss Anton¹²³⁴

Affiliation:

1. Ph.D. Candidate, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland (corresponding author).

2. Civil Engineer, Stucky SA, Rue du Lac, 33-1020 Renens, Switzerland; formerly, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland.

3. Senior Research Associate, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland.

4. Director and Full Professor, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland.

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%29HY.1943-7900.0000444

Reference22 articles.

1. The dam-break problem for viscous fluids in the high-capillary-number limit

2. Boillat J.-L. Ribeiro J. Duarte R. and Darbre G. (2008). “Dam break in case of silted-up reservoirs.” Proc. 4rd Int. Conf. on Fluvial Hydraulics: River Flow 2008 M. S. Altinakar and eds. Taylor & Francis London 689–695.

3. Formation of a jump by the dam-break wave over a granular bed

4. Cavaillé Y. (1965). “Contribution à l’étude de l’écoulement variable accompagnant la vidange brusque d’une retenue.” Publ. Scient. et Techn. du Ministère de l’Air 410 Paris 165 (in French).

5. Application of the method of characteristics to the dam break wave problem

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