CONSIDERATION OF CHARACTERISTICS OF PRESSURE ON SEAWALL BY SOLITARY WAVES BASED ON HYDRAULIC EXPERIMENTS

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Other Title
  • 水理模型実験による防潮壁に作用する孤立波の波圧特性に関する検討
  • スイリ モケイ ジッケン ニ ヨル ボウチョウヘキ ニ サヨウ スル コリツハ ノ ハアツ トクセイ ニ カンスル ケントウ
Published
2015
DOI
  • 10.2208/kaigan.71.i_889
Publisher
Japan Society of Civil Engineers

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This paper presents the experimental studies on the tsunami wave force by using solitary waves. The physical experiments were conducted by using different constant slopes, which are 1/40, 1/20, 1/10 and 0. The results indicated that the pressure coefficient of sustained wave pressure due to solitary waves was described as the square of Froude number and the energy loss of coefficient was obtained as 3.0. The impulsive bore force was 2 to 3 times as the sustained force, even if the condition of occurrence was limited.

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