Nonlinear modeling of mean flow redistribution in curved open channels

Author:

Blanckaert Koen1,de Vriend Huib J.2

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

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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