Momentum Transport in Sharp Open-Channel Bends-Reference-Cited by-同舟云学术

Momentum Transport in Sharp Open-Channel Bends

Published:2004-03 Issue:3 Volume:130 Page:186-198
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Blanckaert Koen¹,Graf Walter H.²

Affiliation:

1. Research Associate, Laboratoire d’Hydraulique Environnementale (LHE), Ecole Polytechnique Fédérale, Lausanne, CH-1015 Lausanne, Switzerland.

2. Professor, Laboratoire de Recherches Hydrauliques (LRH), Ecole Polytechnique Fédérale Lausanne, 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%290733-9429%282004%29130%3A3%28186%29

Reference50 articles.

1. Batchelor G. K. (1970). An introduction to fluid dynamics Cambridge University Press Cambridge U.K.

2. Secondary flow and shear stress at river bends.;Bathurst J. C.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1979

3. Bend-Flow Simulation Using 2D Depth-Averaged Model

4. Blanckaert K. (2002a). “Secondary currents measured in sharp open-channel bends.” Proc. River Flow 2002 Louvain Belgium Vol. I D. Bousmar and Y. Zech eds. Balkema a memeber of Swets & Zeitlinger Lisse The Netherlands 117–125.

5. Blanckaert K. (2002b). “Flow and turbulence in sharp open-channel bends.” PhD thesis No. 2545 Ecole Polytechnique Fédérale Lausanne Switzerland (available at ftp://lrhmac15/pub/thesis/blanckaert/phd).

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