Equivalent Roughness Height for Plane Bed under Steady Flow-Reference-Cited by-同舟云学术

Equivalent Roughness Height for Plane Bed under Steady Flow

Published:2006-11 Issue:11 Volume:132 Page:1146-1158
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Camenen Benoît¹²³,Bayram Atilla¹²³,Larson Magnus¹²³

Affiliation:

1. Dept. of Water Resources Engineering, Lund Univ., Box 118, S-221 00 Lund, Sweden (corresponding author). E-mail: bencamenen@yahoo.com

2. Senior Coastal Engineer, Han-Padron Associates, 22 Cortlandt St., New York, NY 10007.

3. Dept. of Water Resources Engineering, Lund Univ., Box 118, S-221 00 Lund, Sweden.

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%282006%29132%3A11%281146%29

Reference39 articles.

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2. Bayram A. Camenen B. and Larson M. (2003). “Equivalent roughness under sheet flow conditions.” Proc. Coastal Sediments 03 (CD-ROM) ASCE Clearwater Beach Fla.

3. Brownlie W. (1981). “Compilation of alluvial channel data: Laboratory and field.” Technical Rep. No. KH-R-43B California Institute of Technology Pasadena Calif.

4. Colby B. and Hembree C. (1955). “Computations of total sediment discharge Niobrara river near Cody Nebraska.” Technical Rep. No. 1357 U.S. Geological Survey Washington D.C.

5. Initiation of Bed Forms on a Flat Sand Bed

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