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NUMERICAL SIMULATION OF WAVE IMPACT PRESSURE ON VERTICAL BREAKWATER

机译:垂直波堤上波撞击压力的数值模拟

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Breaking waves on vertical or sloping coastal structures produce impulse pressures that are high in magnitude and short in duration, compared with pressures exerted by nonbreaking waves. In recent years, model and prototype tests have been conducted to determine the history and spatial distribution of impulse pressures on smooth seawalls. Improved awareness of wave impulse pressure induced failures has focused attention on the need to include dynamic responses to wave impact in the analysis of loadings to maritime structures. The present study is concerned with a theoretical approach, which is based on the momentum impulse, to simulate the impact pressures on a vertical wall. The theoretical impact pressures are determined using varied velocity before impact process. The value of the impact pressure rise time is also determined through the model.
机译:与不间断海浪施加的压力相比,垂直或倾斜的沿海结构上的间断浪产生的脉冲压力强度大,持续时间短。近年来,已经进行了模型和原型测试,以确定光滑海堤上脉冲压力的历史和空间分布。对波浪冲击压力引起的破坏的认识的提高使人们更加关注在海事结构载荷分析中包括对波浪冲击的动态响应的需求。本研究涉及一种理论方法,该方法基于动量脉冲来模拟垂直壁上的冲击压力。理论冲击压力是在冲击过程之前使用变化的速度确定的。冲击压力上升时间的值也通过模型确定。

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