STUDY ON ESTIMATION OF SCOURING BEHIND THE BREAKWATER

  • Kohei Suzuki
  • Katsumi Seki
  • Taro Arikawa

Abstract

For realization of tenacious structure, it is significant to investigate the influence of scouring behind the seawall due to tsunami overflow. Although studies have been made on the estimation of maximum scour depth, there is few studies on the relationship between overflow time and scour depth.

References

Taro ARIKAWA, Tsuyoshi IKEDA and Koichiro KUBOTA : Experimental Study on Scour behind Seawall due to Tsunami Overflow. Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) Vol. 70 (2014) No. 2 p. I_926-I_930

Kenji Noguchi, Shinji Sato and Shigenobu Tanaka : Large Scale Model Experiment on seawall overtopping and front scouring due to tsunami run up. PROCEEDINGS OF COASTAL ENGINEERING, JSCE Vol. 44 (1997) P 296-300

Takashi YAMANO, Ryuichi FUJIWARA, Koji NOMURA and Kouichi SHIRAKI : Field observation and reproduction experiment of local scour around the pile. Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) Vol. 69 (2013) No. 2 p. I_874-I_879

Ministry of Land, Infrastructure, Transport and Tourism. Port and Harbor Authority: Tsunami guidelines for breakwater design of breakwater (2013) [in Japanese]

Published
2018-12-30
How to Cite
Suzuki, K., Seki, K., & Arikawa, T. (2018). STUDY ON ESTIMATION OF SCOURING BEHIND THE BREAKWATER. Coastal Engineering Proceedings, 1(36), sediment.25. https://doi.org/10.9753/icce.v36.sediment.25

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