Bend-Flow Simulation Using 2D Depth-Averaged Model
Author:
Affiliation:
1. Res. Asst., Lab. de Recherches Hydrauliques, Ecole Polytechnique Fédérale, 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%282001%29127%3A2%28167%29
Reference6 articles.
1. Blanckaert K. and Graf W. H. ( 1999). “Outer-bank cell of secondary circulation and boundary shear stress in open-channel bends.” RCEM Symp . Vol. 1 Genova Italy 533–543.
2. de Vriend H. J. ( 1981a). . “Velocity redistribution in curved rectangular channels.” J. Fluid Mech . 107 423–439.
3. de Vriend H. J. ( 1981b). . “Steady flow in shallow channel bends.” Rep. No. 81-3 Dept. of Civ. Engrg. Delft University of Technology Delft The Netherlands.
4. Ikeda S. Yamasaka M. and Kennedy J. F. ( 1990). “Three-dimensional fully developed shallow-water flow in mildly curved bends.” Fluid dynamics research 6 North-Holland 155–173.
5. Velocity Redistribution in Meandering Rivers
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