Abstract
Under the Great East Japan Earthquake, Mound type Tsunami Evacuation Facility is focused in the reason of the survivors by being evacuated to Mound type Facility from Tsunami. On the basis of examination results in Fukuroi-city, Shizuoka-prefecture, SEO et al.1) proposed the design method of Mound type Tsunami Evacuation Facility. This report examines the crest height of Mound type Tsunami Evacuation Facility in detail among the various examinations of the design method. Especially, crest height by the comparison between maximum inundation depth before the construction of Tsunami Evacuation Facility and maximum inundation depth in front of the Facility after the construction as the result of tsunami simulation shall be examined. In the case of the change of the flow field significantly, it is necessary that we analyze by the resolution to express the peripheral structures, houses of the like, et al.
