Nonlinear modeling of mean flow redistribution in curved open channels
Author:
Affiliation:
1. Laboratoire d'Hydraulique Environnementale, Ecole Polytechnique Fédérale; Lausanne Switzerland
2. Department of Civil Engineering and Geosciences; Delft University of Technology; Delft Netherlands
Publisher
American Geophysical Union (AGU)
Subject
Water Science and Technology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1029/2003WR002068/fullpdf
Reference32 articles.
1. Discussion on “Bend-flow simulation using 2D depth-averaged model” by H. C. Lien et al.;Blanckaert;J. Hydraul. Eng.,2001
2. Blanckaert , K. Flow and turbulence in sharp open-channel bends Ecole Polytech. Féd. Lausanne Lausanne, Switzerland 2002
3. Secondary flow in sharp open-channel bends;Blanckaert;J. Fluid Mech.,2003
4. Momentum transport in sharp open-channel bends;Blanckaert;J. Hydraul. Eng.,2003
5. The analogy between streamline curvature and buoyancy in turbulent shear flow, part I;Bradshaw;J. Fluid Mech.,1969
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