Discussion of “Two-Phase Flow Characteristics of Stepped Spillways” by Robert M. Boes and Willi H. Hager

Author:

André Stéphanie123,Boillat Jean-Louis123,Schleiss Anton J.123

Affiliation:

1. AquaVision Engineering, P.O. Box 73 EPFL, CH-1015 Lausanne, Switzerland; formerly, Research Assistant, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland.

2. Senior, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland.

3. Director, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. André S. (2004). “High velocity aerated flows on stepped chutes with macro-roughness elements.” PhD thesis Ecole Polytechnique de Lausanne Lausanne Switzerland.

2. André S. Boillat J.-L. and Schleiss A. (2001). “High velocity two-phase turbulent flow over macro-roughness stepped chutes: Focus on dynamic pressures.” Proc. Int. Symp. on Environmental Hydraulics (CD-Rom) ISEH eds.

3. André S. Boillat J.-L. and Schleiss A. J. (2002). “Efficient surface protection by macro-roughness linings for overtopped embankment dams.” Proc. Int. Congress on Conservation and Rehabilitation of Dams Llanos eds. Balkema Rotterdam The Netherlands 407–415.

4. Energy dissipation and hydrodynamic forces of aerated flow over macro-roughness linings for overtopped embankment dams

5. Closure to “Flow Resistance Estimation in Mountain Rivers” by James C. Bathurst (April, 1985, Vol. 111, No. 4)

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