NUMERICAL INVESTIGATION OF THREE-DIMENSIONAL FLOW STRUCTURES AND TURBULENCE ENERGY DISTRIBUTIONS IN BANK EROSION REACHES DURING LARGE FLOOD EVENTS
Author:
Affiliation:
1. Tokyo Construction Consultant Tokyo Head Office, River Planning Division
2. Graduate School of Advanced Science and Engineering, Hiroshima University
3. Office of Academic and Community Relations, Hiroshima University
Publisher
Japan Society of Civil Engineers
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.jstage.jst.go.jp/article/journalofjsce/10/1/10_136/_pdf
Reference11 articles.
1. 1) Yoshitani, J. and Toyota, M. : Chapter 1 Summary of Chikuma River Basin and the disaster in 2019.2019 Typhoon No. 19 Heavy Rain Disaster Investigation Report – Volume of Chubu and Hokuriku Regions (Japan Society of Civil Engineers Committee on Hydroscience and Hydraulic Engineering) (in Japanese), JSCE, pp. 1-7, 2019.
2. 2) Abidin, R. Z., Sulaiman, M. S. and Yusoff, N. : Erosion risk assessment: A case study of the Langat River bank in Malaysia, International Soil and Water Conservation Research, pp. 26-35, 2017.
3. 3) Rosgen, D. L. : A practical method of computing streambank erosion rate, Proc. 7th Federal Interagency Sedimentation Conference, Reno, Nevada, March 25–29, 2001.
4. 4) Beeson, C. E. and Doyle, P. F. : Comparison of bank erosion at vegetated and non-vegetated channel bends, Water Resour. Bull., Vol. 31, No. 6, pp. 983-990, 1995.
5. 5) Nagata, N., Hosoda, T. and Muramoto, Y. : Characteristics of river channel processes with bank erosion and development of their numerical models, Doboku Gakkai Ronbunshu, Vol. 1999, Issue 621, pp. 23-39, 1999.
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