EROSION PROCESS OF CLAY RIVERBED BY SAND TRANSPORT AND VERTICAL STRUCTURE OF THE BED

Author:

SEKINE Masato1,NOMOTO Takami2,TAKANO Hirotaka2

Affiliation:

1. Faculty of Science and Engineering, Waseda University

2. Graduate School of Creative Science and Engineering, Waseda University

Publisher

Japan Society of Civil Engineers

Reference4 articles.

1. 1) 西森研一郎,関根正人 : 粘着性土の浸食過程と浸食速度予測式に関する研究,土木学会論文集 B,Vol. 65,No. 2,pp. 127-140,2009.

2. 2) 関根正人,岡幸宏,野村正和 : 粘土河床の浸食に与える流送砂礫の影響,土木学会論文集 B1( 水工学 ),Vol. 69,No. 4, pp. I_1027-1032,2013.

3. 3) Harsanto, P., Toan, N.M.M, Takebayashi, H. and Fujita, M.: Effect of bedload transport on erosion rate of cohesive sediment, Journal of JSCE, B1(Hydraulic Engineering), Vol. 68, No. 4, pp. I19-24, 2012.

4. 4) 井上卓也,村上泰啓,伊藤丹,数馬田貢:流砂による軟岩侵食と岩の物性値の関係,土木学会論文集 B1(水工学 ), Vol. 69,No. 4,pp. I_1039-1044,2013.

Cited by 3 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. COVERING AND PICK-UP PROCESS OF SAND AND GRAVEL MOVING ON THE CLAY BED;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2021

2. EFFECTS OF SILT ON ALTERNATE SANDBAR MORPHOLOGY COMPOSED OF SANDY MATERIALS;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2020

3. EROSION OF CLAY BED CAUSED BY THE ACTION OF BEDLOAD AND MIXED-LAYER FORMATION;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2020

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