土木学会論文集B2(海岸工学)
Online ISSN : 1883-8944
Print ISSN : 1884-2399
ISSN-L : 1883-8944
盛土を越流する津波に対する防波壁の効果に関する数値解析
松山 昌史橋 和正榊山 勉田中 良仁仲村 治朗須賀 康雄
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キーワード: 津波, 防波壁, 流体力, 越流量
ジャーナル フリー

2011 年 67 巻 2 号 p. I_201-I_205

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Effect of barrier concerning tsunami flow over hill was simulated by using 2D numerical system CADMAS-SURF/2D. Numerical area included sea shallower than 10m depth, 10m high hill on land, 12m high tsunami barrier, and hinterland. Input condition was 6.5m height wave with half of period 600s. It was found that the tsunami barrier reduced duration of high velocity more than 5m/s to about 10s around the top of hill. However, without the barrier, the high velocity continued for more than 40s there. The maximum tsunami force on the barrier occurred at tsunami flow overflowing. The profile of pressure distribution is similar to a right triangle like hydrostatic pressure.

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© 2011 公益社団法人 土木学会
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