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Wave-porous structure interaction modelling using Improved Meshless Local Petrov Galerkin method

机译:利用改进的无滤丝彼得科尔金属方法建模波动结构相互作用建模

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This paper presents the application of the Improved Meshless Local Petrov Galerkin method with Rankine source (Sriram and Ma, 2012) Sriram and Ma (2012) for wave interaction with porous structure model. The mathematical model is based on a unified governing equation that incorporates both pure fluid and porous region. The porous flow model is based on the empirical resistance coefficients. The interface between the pure fluid and porous region is numerically treated using background nodes having the porosity information and interpolated over the particle using simplified finite difference interpolation method. The model is validated using the available experimental results for wave damping over the permeable bed. The developed model is used to analyse the different shape of the seawall such as flaring shaped seawall, recurve wall and vertical wall. Then the validated model is used for analysing the overtopping amount due to the effect of porous layer in-front of the different sea wall profile. Numerical expression for overtopping amount has been provided for the different configurations from the numerical model. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文介绍了改进的无丝石源(SRIRAM和MA,2012)SRIRAM和MA(2012)的应用,用于与多孔结构模型的波相互作用。数学模型基于统一的控制方程,其包含纯净流体和多孔区域。多孔流量模型基于经验性电阻系数。使用具有孔隙信息的背景节点在数值处理纯流体和多孔区域之间的界面,并使用简化的有限差差插值方法在颗粒上插入颗粒。使用可用床上的波浪阻尼的可用实验结果验证该模型。开发的模型用于分析海堤的不同形状,例如旋转形状的海堤,反复壁和垂直墙壁。然后,验证的模型用于分析由于不同海墙轮廓的多孔层的效果而分析过的量。已经为来自数值模型的不同配置提供了用于过度计算量的数值表达。 (c)2017 Elsevier Ltd.保留所有权利。

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