Numerical Analysis of River Channel Processes with Bank Erosion-Reference-Cited by-同舟云学术

Numerical Analysis of River Channel Processes with Bank Erosion

Published:2000-04 Issue:4 Volume:126 Page:243-252
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Nagata N.¹²³,Hosoda T.¹²³,Muramoto Y.¹²³

Affiliation:

1. Res. Assoc., Dept. of Civ. Engrg., Kyoto Univ., Yoshida, Sakyoku, Kyoto 606-8501, Japan.

2. Assoc. Prof., Dept. of Civ. Engrg., Kyoto Univ., Yoshida, Sakyoku, Kyoto 606-8501, Japan.

3. Prof., Dept. of Civ. Engrg., Kyoto Univ., Yoshida, Sakyoku, Kyoto 606-8501, Japan.

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%282000%29126%3A4%28243%29

Reference28 articles.

1. Blondeaux P. and Seminara G. (1985). “A unified bar-bend theory of river meanders.” J. Fluid Mech. Cambridge U.K. 157 449–470.

2. Numerical Simulation of Widening and Bed Deformation of Straight Sand-Bed Rivers. I: Model Development

3. Numerical Simulation of Widening and Bed Deformation of Straight Sand-Bed Rivers. II: Model Evaluation

4. Duan G. Jia Y. and Wang S. (1997). “Meandering process simulation with a two dimensional numerical model.” Proc. Conf. on Mgmt. of Landscapes Disturbed by Channel Incision University of Mississippi Miss. 389–394.

5. Einstein H. A. (1942). “Formulas for the transportation of bed load.” Trans. ASCE Paper No. 2140 561–597.

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