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Study of non-linear wave motions and wave forces on ship sections against vertical quay in a harbor

机译:港口中垂直码头对船舶截面的非线性波动和波动力的研究

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摘要

The resonance phenomenon of fluid motions in the gap between ship section, seabed and vertical quay wall is studied numerically and experimentally. The natural frequency of the fluid motions in the gap is derived. A two-dimensional time-domain coupled numerical model is developed to calculate the non-linear wave forces acting on a ship section against vertical quay in a harbor. The fluid domain is divided into an inner domain and an outer domain. The outer domain is the area between the left side of ship section and the incident boundary, where flow is expressed by Boussinesq equations. The rest area is the inner domain, which is the domain beneath the ship section plus the domain between the right side of ship section and vertical quay wall. The flow in the inner domain is expressed by Newton's Second Law. Matching conditions on the interface between the inner domain and the outer domain are the continuation of volume flux and the equality of pressures. The numerical results are validated by experimental data.
机译:通过数值和实验研究了在船段,海床和垂直码头壁之间的间隙中流体运动的共振现象。得出间隙中流体运动的固有频率。建立了二维时域耦合数值模型,以计算相对于港口中垂直码头作用在船舶截面上的非线性波浪力。流体区域分为内部区域和外部区域。外部区域是船舶截面左侧和入射边界之间的区域,其中流动用Boussinesq方程表示。其余区域是内部区域,即船区下方的区域加上船区右侧与垂直码头壁之间的区域。内域的流动由牛顿第二定律表达。内域和外域之间的界面上的匹配条件是体积通量的连续性和压力相等。数值结果通过实验数据验证。

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