Flow Resistance Caused by Large-Scale Bank Roughness in a Channel-Reference-Cited by-同舟云学术

Flow Resistance Caused by Large-Scale Bank Roughness in a Channel

Published:2011-12 Issue:12 Volume:137 Page:1588-1597
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Meile Tobias¹²³,Boillat Jean-Louis¹²³,Schleiss Anton J.¹²³

Affiliation:

1. Project Engineer, Basler and Hofmann West AG, Industriestrasse 1, CH-3052 Zollikofen, Switzerland; formerly, Research Associate, Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland.

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

3. Professor, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland (corresponding author).

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.1943-7900.0000469

Reference35 articles.

1. Flow resistance of large-scale roughness;Bathurst J. C.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1978

2. Bezzola G. R. (2002). “Fliesswiderstand und Sohlenstabilität natürlicher Gerinne.” Ph.D. thesis N°14433 ETHZ Zürich Switzerland.

3. Momentum Transfer for Practical Flow Computation in Compound Channels

4. Canovaro F. Paris E. and Solari L. (2003). “Analysis of resistance of flow over macro-scale roughness: First results.” Proc. XXX IAHR Congress ANTh Theme C Vol. 2 J. Ganoulis and P. Prinos eds. Thessaloniki Greece 1–8.

5. Canovaro F. Paris E. and Solari L. (2004). “Influence of macro-roughness arrangement on flow resistance.” Proc. Int. Conf. on Fluvial Hydraulics River Flow 2004 M. Greco A. Carravetta and R. Della Morte eds. A. A. Balkema London 287–293.

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