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Numerical analysis of wave-induced current within the inhomogeneous coral reef using a refined SPH model

机译:精细SPH模型对非均匀珊瑚礁内波浪感应电流的数值分析。

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The effects of reef permeability on the spatial distributions of wave-induced current inside and outside the inhomogeneous coral reef body are investigated using an improved weakly compressible smoothed particle hydrodynamic (WCSPH) mixture model. The governing equations are formulated based on the two-phase mixture theory without considering the solid phase motion in terms of the intrinsic velocity and fluid density. The developed WCSPH mixture model is firstly validated by comparing the predicted results with the corresponding available data for Darcy seepage flow in a U-tube with permeable soil, wave damping over a permeable seabed and wave transformation over a permeable reef. The validated model is then applied to study the spatial distributions of wave-induced current inside and outside the permeable reef body with different porosity and porous layer thickness. Finally, a parametric study is carried out to investigate the effects of different porosity distribution types on wave-induced currents.
机译:使用改进的弱可压缩平滑粒子流体动力(WCSPH)混合模型,研究了礁石渗透率对非均质珊瑚礁体内外波浪感应电流的空间分布的影响。控制方程是根据两相混合理论制定的,没有根据固有速度和流体密度考虑固相运动。首先,通过将预测结果与相应的可用数据进行比较,以验证开发的WCSPH混合模型,该数据用于具有可渗透性土壤的U型管中的达西渗流,可渗透海床上的波衰减和可渗透礁石上的波变换。然后将验证的模型应用于研究具有不同孔隙率和多孔层厚度的可渗透礁体内部和外部的波感应电流的空间分布。最后,进行了参数研究,以研究不同孔隙度分布类型对波感应电流的影响。

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