MIKE21软件在滨州港内泊稳研究中的应用
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Application of MIKE21 software in mooring stability research of Binzhou port
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    摘要:

    针对海港港区拦沙堤平面主尺度对港内波浪要素(波高、周期等)的影响,通过MIKE21数值模拟的方法,研究渐变式潜堤掩护下的港内泊稳情况,得出不同重现期波浪条件下各计算点的设计波要素。结果表明:浪向与航道走向比较接近时,波浪受航道折射影响较大,航道内比波高明显减小,而两侧比波高增大;浪向与航道的夹角在20°左右时,随着航道与边坡的水深差增大,向航道边坡折射的波能增强;波向与航道夹角42°左右时,航道对波能传播的影响不明显;设计高水位2a一遇波浪作用下,港内泊稳条件较差,且现有方案泊稳不满足规范要求。

    Abstract:

    According to the influence of the main scale of the sand barrier embankment on the wave elements (wave height,period,etc.) in the harbor area,the numerical simulation method of the MIKE21 is used to study the stability of the harbor under the cover of the gradient submerged levee,and design wave elements for each calculation point under wave conditions of different return period are obtained.The results show that when the wave direction is close to the course of the channel,the wave is greatly affected by the channel refraction,and the wave height is significantly reduced in the channel,while the wave height is increased on both sides.When the angle between the wave direction and the channel is about 20°,the water depth difference between the channel and the slope increases,and the wave energy refracted to the slope of the channel is enhanced.When the angle between the wave and the channel is about 42°,the influence of the channel on the wave energy propagation is not obvious.The design of the high water level is 2 years.Under the action of waves,the conditions of port stability in the port are relatively poor,and the current plan cannot meet the requirements of the specification.

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王燕燕,蔡 磊. MIKE21软件在滨州港内泊稳研究中的应用[J].水运工程,2018(S1):93-97.

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  • 在线发布日期: 2018-12-12
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