Maximum Migration Distance of Meander Channel in Sand Using Hyperbolic Function Approach-Reference-Cited by-同舟云学术

Maximum Migration Distance of Meander Channel in Sand Using Hyperbolic Function Approach

Published:2009-08 Issue:8 Volume:135 Page:629-639
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Yeh Po-Hung¹¹²³⁴,Park Namgyu¹¹²³⁴,Chang Kuang-An¹¹²³⁴,Chen Hamn-Ching¹¹²³⁴,Briaud Jean-Louis¹¹²³⁴

Affiliation:

1. Graduate Student, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

2. Associate Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

3. Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

4. Buchanan Chair Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

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%29HY.1943-7900.0000050

Reference26 articles.

1. Closure to ‘Sediment transportation mechanics: Initiation of motion;ASCE Task Committee on Preparation of Sedimentation Manual;J. Hydr. Div.,1993

2. SRICOS-EFA Method for Contraction Scour in Fine-Grained Soils

3. SRICOS: Prediction of Scour Rate in Cohesive Soils at Bridge Piers

4. Brice J. C. (1982). Stream Channel Stability Assessment Rep. No. FHwA/RD-82/021 Federal Highway Administration U.S. Dept. of Transportation Washington D.C.

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