Numerical computation of free meandering channels with the application of slump blocks on the outer bends-Reference-Cited by-同舟云学术

Numerical computation of free meandering channels with the application of slump blocks on the outer bends

Published:2010-03 Issue:4 Volume:3 Page:239-246
ISSN:1570-6443
Container-title:Journal of Hydro-environment Research
language:en
Short-container-title:Journal of Hydro-environment Research

Author:

Dulal Krishna Prasad,Kobayashi Kensuke,Shimizu Yasuyuki,Parker Gary

Publisher

Elsevier BV

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Environmental Chemistry,Civil and Structural Engineering,Environmental Engineering

Reference9 articles.

1. Study on hydraulic resistance and bedload transport rate in alluvial streams;Ashida,1972

2. Effect of smoothing and regridding in numerical meander migration models;Crosato;Water Resources Research,2007

3. Dulal, K.P., Shimizu, Y., 2008. Investigation of the cohesive sediments influence on the meandering channel development. In: Proceedings of 8th ICHE 2008, Nagoya, Japan.

4. Computer simulation of the changing process by year in meandering channel;Hasegawa,1978

5. Hasegawa, K., 1984. Hydraulic Research on Planimetric Forms. Bed Topographies and Flow in Alluvial Rivers. Ph.D. dissertation. Hokkaido University (in Japanese).

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