Flow and bathymetry in sharp open-channel bends: Experiments and predictions

Author:

Zeng Jie1,Constantinescu George2,Blanckaert Koen34,Weber Larry2

Affiliation:

1. Operation and Hydro Data Management Division; South Florida Water Management District; West Palm Beach Florida USA

2. Department of Civil and Environmental Engineering, IIHR-Hydroscience and Engineering; University of Iowa; Iowa City Iowa USA

3. Faculty of Civil Engineering and Geosciences; Delft University of Technology; Delft Netherlands

4. ICARE-ENAC; Ecole Polytechnique Fédérale; Lausanne Switzerland

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Reference63 articles.

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

2. Discussion on: Bend-flow simulation using 2D depth-averaged model, by H. C. Lien et al.;Blanckaert;J. Hydraul. Eng., Am. Soc. Civ. Eng.,2001

3. Blanckaert , K. 2002 Flow and turbulence in sharp open-channel bends Ecole Polytechnique Fédérale Lausanne Switzerland ftp://lrhmac15.epfl.ch/Pub/Thesis/Blanckaert/PhD

4. Redistribution of velocity and bed shear stress in straight and curved open channels by means of a bubble screen. Laboratory experiments;Blanckaert;J. Hydraul. Eng., Am. Soc. Civ. Eng.,2008

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