Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
Online ISSN : 1883-8944
Print ISSN : 1884-2399
ISSN-L : 1883-8944
Paper (In Japanese)
Physical Model Test of Tsunami Wave Force on a Refuge Facility Protected with Fender Piles
Kazunori ITOKanako HASUMIYukinobu ODAFumihiko IMAMURA
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2013 Volume 69 Issue 2 Pages I_811-I_815

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Abstract

Refuge facilities are required to save human life from a tsunami. Fender piles around a refuge facility could be a countermeasure to protect the facility from tsunami driftage. Hydraulic physical model tests were conducted to investigate tsunami wave force on a refuge facility with fender piles. Although it was found that fender piles had potential of wave force reduction, it was strongly depended on a tsunami wave profile. Visibility of a refuge facility should be high for evacuees. But there is a possibility that fender piles could bring it to deterioration. So, relationship between the layout of fender piles and the visibility was studied qualitatively. It was deduced that straight layout of fender piles would give safety feeling to refugees in a refuge facility and staggered layout would provide it to evacuee approaching toward a refuge facility.

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© 2013 by Japan Society of Civil Engineers
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