Gravel-Silt-Packed Bed Model and Its Application to the River Channel Deformation with Vegetation
Author:
Affiliation:
1. Dept of Civil and Environmental Engineering, Waseda University
Publisher
Japan Society of Erosion Control Engineering
Link
https://www.jstage.jst.go.jp/article/ijece/3/2/3_2_117/_pdf
Reference15 articles.
1. Fujita, K., Moody, J.A., Uda, T. and Fujii, M. (1996): Accretion of flood-plains by wash load deposit and resulting channel narrowing, Proceedings of JSCE, No.551 / II-37, pp.47-62 (in Japanese).
2. Ashida, K. and Michiue, M. (1972): Study on hydraulic resistance and bed-load transport rate in alluvial streams, Proceedings of JSCE, No. 206, pp.59-69 (in Japanese).
3. Garcia, H.M. and Parker, G. (1991): Entrainment of bed sediment into suspension, Journal of Hydraulic Engineering, ASCE, Vol. 114, No. 4, pp.414-435.
4. Hirano, M. (1971): River-bed degradation with armoring, Proceedings of JSCE, No.195, pp.55-65 (in Japanese).
5. Ashida, K. and Fujita, M. (1986): A stochastic model to calculate equilibrium and non-equilibrium suspended load in open channel, Proceedings of JSCE, No.375 / II-6, pp.107-116 (in Japanese).
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Gravel Sorting and Variation of Riverbeds Containing Gravel, Sand, Silt and Clay;Gravel-Bed Rivers;2017-05-06
2. RECENT PROGRESS OF SEDIMENT TRANSPORT RESEARCH AND PREDICTION OF BED DEFORMATION;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2011
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