Dynamic Routing of Flow Resistance and Alluvial Bed-Form Changes from the Lower to the Upper Regime

Author:

Huybrechts N.12345,Luong G. V.12345,Zhang Y. F.12345,Villaret C.12345,Verbanck M. A.12345

Affiliation:

1. Postdoctoral Researcher, Saint Venant Laboratory for Hydraulics, Université Paris Est, Joint Research Unit EDF R&D—CETMEF—Ecole des Ponts Paris Tech, 6 quai Watier, BP 49, 78401 Chatou Cedex, France (corresponding author).

2. Ph.D. Student, Dept. Water Pollution Control, Université Libre de Bruxelles, Boulevard du Triomphe (CP 208), 1050 Brussels, Belgium.

3. Engineer, Yellow River Institute of Hydraulic Research, Yellow River Conservancy Commission, No. 45 Jinshui Rd., Zhengzhou City, Henan Province, China.

4. Expert Engineer, Saint Venant Laboratory for Hydraulics, Université Paris Est, Joint Research Unit EDF R&D—CETMEF—Ecole des Ponts Paris Tech, 6 quai Watier, BP 49, 78401 Chatou Cedex, France.

5. Professor, Dept. Water Pollution Control, Université Libre de Bruxelles, Boulevard du Triomphe (CP 208), 1050 Brussels, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference73 articles.

1. Revised equations for Manning's coefficient for Sand‐Bed Rivers

2. Experimental and numerical investigation of edge tones

3. Beckman E. W. and Furness L. W. (1962). “Flow characteristics of Elkhorn River near Waterloo Nebraska.” Professional Paper 1498-B U.S. Geological Survey Washington DC 41.

4. The morphology and dynamics of low amplitude bedwaves upon upper stage plane beds and the preservation of planar laminae

5. Brownlie W. R. (1981). “Compilation of alluvial channel data: Laboratory and field.” Kh-R-43b W. M. Keck Laboratory Caltech Pasadena CA.

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