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Impact of submerged breakwater on the extreme wave estimation in the Xinghua Bay

机译:淹没防震对兴华湾极震估计的影响

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The surface waves are simulated and extreme parameters are calculated in the Xinghua Bay in this paper. The typhoon process is simulated by the MM5 model. Then wave elements such as significant wave height, wave period and wave direction are simulated every 1 hour by SWAN model based on the double-grid nesting in the whole of Xinghua Bay. By comparison and validation, both the simulation wind data and wave data show a good agreement with the observation data. Extreme parameters of wind speed, wave height and wave period in 16 direction are calculated according to Pearson-Ⅲ distribution at the point of -40m isobaths in the Xinghua Bay. The results show that the strong wind is in direction SE and the wind speed of 50-year return period is 35.61m/s. The strong wave is in direction E and the significant wave height of 50-year return period is 10.04m. The relative mean wave period is 12.82s. Furthermore, the SWAN model is used to simulate the wave fields from deep water to the shallow water with different wave levels and different wave direction. The wave elements of different return periods are obtained inside and outside the submerged breakwater. The wave height before and after the breakwater is compared. The transmission coefficient and the significant wave height after overtopping is obtained.
机译:模拟表面波,在本文中兴化湾计算了极端参数。台风进程由MM5模型进行模拟。然后,基于整个兴化湾的双电网嵌套,每1小时模拟诸如显着波高,波周周和波方向的波形元素。通过比较和验证,模拟风数据和波数据都与观察数据吻合良好。 16个方向的风速,波浪高度和波段的极端参数根据兴化湾的40米Isobath的Pearson-Ⅲ分布计算。结果表明,强风在设计方向,风速为50年返回期为35.61毫升。强烈的波处于方向e,50年返回期的显着波浪高度为10.04米。相对平均波段是12.82s。此外,SWAN模型用于以不同的波水平和不同波方向模拟从深水到浅水的波场。在浸没的防堤内部和外部获得不同返回时段的波形元素。比较防堤之前和之后的波浪高度。获得透射系数和透射后的显着波高。

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