On the splash-up of tsunami bore impact

被引:29
|
作者
Ko, Harrison T. -S. [1 ]
Yeh, Harry [1 ]
机构
[1] Oregon State Univ, Dept Civil & Construct Engn, Corvallis, OR 97331 USA
关键词
Tsunami; Bore; Splash-up; Impact; Force; Experiment; Hydrodynamic; Pressure; Euler; Structure; Surge; Impulsive; Runup; WAVE IMPACT; RUN-UP; HYDRAULIC RESISTANCE; VERTICAL WALL; SCALE; BEACH; FORCES; CLIMB;
D O I
10.1016/j.coastaleng.2017.10.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Impulsive forces on a box-shaped structure due to bore impact are investigated experimentally. Experiments are conducted in the laboratory by generating a Gaussian-shaped wave onto a step before impacting structures of three different cross-shore to long-shore length ratios. The relationship between measurements of the splash-up flow on the structure wall and the force measurements is investigated. The pressures are predicted based on the Euler model. Maximum impact forces are found to occur during the run-down phase after the maximum splash-up value is reached. The uniform vertical velocity profile assumption used in the Euler model yields a better estimate for the impact force than the linear and hydrostatic assumptions. In order to verify the pressure distribution during the splash-up flow, we utilize the pressure data collected from a separate experiment in a large-scale laboratory flume. The combined evidence suggests that the flow near the splash-up tip behaves like a solid body projectile.
引用
收藏
页码:1 / 11
页数:11
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