盘锦某人工岛项目设计波要素数值模拟
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Numerical simulation of waves in artificial island project in Panjin
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    摘要:

    针对盘锦某人工岛设计波要素的计算问题,采用MIKE21大范围波浪数学模型方法,在现状地形情况下,对工程实施前附近海域的波浪场进行模拟,计算了工程附近水域的重现期深水波要素和设计波要素。结果表明:1)外海波浪传播至工程区域时,工程位置主要受SW向及SSW向波浪作用。2)波高在-10 m等深线内变化相对较大,传播至工程区域波高衰减约50%左右。3)工程区域东西两侧为浅滩区域,波浪发生破碎,波高衰减明显。4)波浪主要沿深槽进入到工程护岸前沿,SSW向波浪的波高略大于SW向波浪。

    Abstract:

    Aiming at the calculation problem of the design wave elements of an artificial island in Panjin,the MIKE21 large-scale wave mathematical model is used to simulate the wave field in the nearby sea area before the project is implemented under the current topography,and the seepage wave elements in the return period and design wave elements of the water area near the project are calculated. The results show that:1)When the offshore waves propagate to the engineering area,the engineering position is mainly affected by the SW and SSW direction waves.2)The wave height changes relatively large within the -10 m isobath,and the wave height attenuates about 50% when it propagates to the engineering area . 3)The east and west sides of the project area are shoal areas. The waves are broken and the wave height attenuates significantly. 4)The waves mainly enter the front of the engineering revetment along the deep groove,and the SSW wave height is slightly larger than the SW wave height.

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周云亮,朱文泉.盘锦某人工岛项目设计波要素数值模拟[J].水运工程,2023(S2):28-31.

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  • 在线发布日期: 2023-02-14
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