Hydraulic Resistance of Flow in Channels with Cylindrical Roughness

Author:

Stone Brian M.1,Shen Hung Tao2

Affiliation:

1. Senior Project Engineer, Blasland, Bouck, & Lee, Inc. Syracuse, NY 13214.

2. Professor, Dept. of Civil and Environmental Engineering, Clarkson Univ., Potsdam, NY 13699-5710.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. Arcement J. Schneider G. and Verne R. (1987). “Roughness coefficients for densely vegetated flood plains.” Water Resources Investigations Rep. No. 83-4247 U.S. Geological Survey 34 pp.

2. Blevins R. D. (1984). Applied fluid dynamics handbook Van Nostrand Reinhold N.Y.

3. Fenzl R. N. (1962). “Hydraulic resistance of broad shallow vegetated channels.” PhD thesis University of California at Davis Davis Calif.

4. Overland Flow in Wetlands: Vegetation Resistance

5. Klopstra D. Barneveld H. J. Van Noortwijk J. M. and Van Velzen E. H. (1997). “Analytical model for hydraulic roughness of submerged vegetation.” Proc. Theme A 27th IAHR Congr. San Francisco 775–780.

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