CONSIDERATION OF CHARACTERISTICS OF PRESSURE ON SEAWALL BY SOLITARY WAVES BASED ON HYDRAULIC EXPERIMENTS
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- ARIKAWA Taro
- Chuo University
Bibliographic Information
- Other Title
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- 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
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Abstract
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.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 71 (2), I_889-I_894, 2015
Japan Society of Civil Engineers
