Mean Flow and Turbulence in Open-Channel Bend
Author:
Affiliation:
1. Member, ASCE
2. Res. Assoc., Lab. de Recherches Hydrauliques, Ecole Polytechnique Fédérale, CH-1015 Lausanne, Switzerland.
3. Prof., 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%3A10%28835%29
Reference35 articles.
1. Turbulent Structure in a River Bend
2. Blanckaert K. and Graf W. H. ( 1999a). . “Experiments on flow in open-channel bends.” Proc. 28th Congr. Int. Assoc. Hydr. Res. Technical University of Graz Austria (CD-ROM).
3. Blanckaert K. and Graf W. H. ( 1999b). . “Outer-bank cell of secondary circulation and boundary shear stress in open-channel bends.” Proc. Symp. on River Coastal and Estuarine Morphodynamics University of Genova Italy Vol. 1 533–543.
4. Blanckaert K. and Graf W. H. ( 2001). “Experiments on flow in a strongly curved channel bend.” Proc. 29th Congr. Int. Assoc. Hydr. Res. and Engrg. Chinese Hydraulic Engineering Society Beijing China (in press).
5. Development and Testing of Riverbank-Stability Analysis
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