Open Channel Flow Resistance

Author:

Yen Ben Chie1

Affiliation:

1. Professor, V. T. Chow Hydrosystems Lab., Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference114 articles.

1. Flow Capacity Through Wide and Submerged Vegetal Channels

2. Friction factors in solid material systems.;Acaroglu E. R.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1972

3. Sediment transport: new approach and analysis.;Ackers P.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1973

4. Friction factors for flow in sand-bed channels.;Alam A. M. Z.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1969

5. Bagnold R. A. (1966). “An approach to the sediment transport problem from general physics.” Professional Paper 442-I US Geological Survey Washington D.C. 166.

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