Chapter
Nov 16, 2022

Effectiveness of Water Supply Pipeline Systems Using Ductile Iron Pipes and Seismic Resistant Joints against Heavy Rain and Typhoon Disasters in Japan

ABSTRACT

Natural disasters such as floods and slope failures due to heavy rainfalls and strong typhoons have frequently occurred in recent years in Japan. Many water supply pipelines were damaged by deluges and debris flows. No damage, however, was observed for water supply pipelines using ductile iron pipes and seismic resistant joints, which are referred as Earthquake Resistant Ductile Iron Pipes: ERDIPs, originally developed for earthquake countermeasures. The purpose of this paper is to clarify why ERDIPs were effective against deluges and debris flows. To this purpose, the behavior of ERDIPs installed in the liquefied ground at the site of the 2011 Great East Japan Earthquake was studied. Then, the behavior of ERDIPs that were actually undamaged by floods and landslides was clarified in the same way. Finally, the use of hazard maps to create a water supply pipeline that is resistant not only to earthquakes, but also to storms and floods is proposed.

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REFERENCES

Cabinet Office Japan. (2020). <http://www.bousai.go.jp/index-e.html>, in Japanese.
Furukawa, I., and Uchimiya, Y. (2015). “Durability Evaluation of Aged Ductile Iron Pipe of 1000 mm Diameter with S-type Seismic Resistant Joint”, J. of Japan Waterworks Association, Vol. 84, No.965, 13-21, in Japanese.
Japan Ductile Iron Pipe Association. (2014). J. of Ductile Iron Pipe, No.95, 19-20.
Japan Ductile Iron Pipe Association. (2019). GX type Ductile Iron Pipe, Diameter 75-400, T56, 20-28, in Japanese.
Jianpin, H., Craig, A. D., Wilson, E., Hara, T., Oda, K., and Lindvall, S. C. (2016). “Seismic Design of 1350 mm Diameter Water Pipeline Crossing Fault Using Earthquake Resistant Ductile Iron Pipe”, Earthquake Geotechnical Engineering, PBD Ⅲ, Vancouver.
Koizumi, A. (2018). A Collection of Cases Where Ductile Iron Pipes with Seismic Joints Withstood Natural Disasters, ISBN978-4-909595-00-3, in Japanese.
Pariya, E. C., Stewart, H. E., Wham, B. P., O’Rourke, T. D., and Bond, T. K. (2016). “Direct Tension and Slip Basin Testing of 6-in.(150-mm)-Diameter Kubota Earthquake Resistant Ductile Iron Pipe”, T. Kubota Corporation.
Technical Committee, Japan Ductile Iron Pipe Association. (2017). “Evolving Seismic Jointed Ductile Pipe”, J. of Ductile Iron Pipe, No.100, 18-25, in Japanese.
Technical Committee, Japan Ductile Iron Pipe Association. (2017). “Evolving Seismic Jointed Ductile Pipe”, J. of Ductile Iron Pipe, No.100, 26-29, in Japanese.
Ube city. (2021). Hazard map for floods and slope failures. <https://www.city.ube.yamaguchi.jp/res/projects/_page_/001/001/258/majimegawamap.pdf>, in Japanese.

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Go to Lifelines 2022
Lifelines 2022
Pages: 644 - 653

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Published online: Nov 16, 2022

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Authors

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Fusanori Miura [email protected]
Dr.Eng.
1Advanced Science and Innovational Research Center, Organization for Research Initiatives, Yamaguchi Univ., Ube, Yamaguchi. Email: [email protected]
Takeshi Hara [email protected]
2Dept. of ERDIP-LA, Kubota Membrane USA, Torrance, CA. Email: [email protected]
Toshio Toshima [email protected]
3Pipe Systems and Infrastructure Division, KUBOTA Corporation, Chuo-ku, Tokyo. Email: [email protected]
Akira Miyamoto [email protected]
4Chugoku Branch of Japan Ductile Pipe Association, Hiroshima. Email: [email protected]

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