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NUMERICAL STUDY OF HYDROOYNAMIC FORCES ON A SUBMARINE PIGGYBACK PIPELINE UNDER WAVE ACTION

机译:波浪作用下海底背负输水管道水动力的数值研究

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In the paper, a 2D numerical model is established to simulate the hydrodynamic forces on a submarine piggyback pipeline under regular wave action. The two-dimensional Reynolds-averaged Navier-Stokes equations with a k-ω turbulence model closure are solved by using a three-step Taylor-Galerkin finite element method (FEM). A Computational Lagrangian-Eulerian Advection Remap Volume of Fluid (CLEAR-VOF) method is employed to simulate free surface problems, which is inherently compatible with unstructured meshes and finite element method.The numerical results of in-line force and lift (transverse) force on the piggyback pipeline for e/D=G/D=0.25 and KC=25.l are compared with physical model test results, which are conducted in a marine environmental flume in the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, China. It is indicated that the numerical results coincide with the experimental results and that the numerical model can be used to predict the hydrodynamic forces on the piggyback pipeline under wave action. Based on the numerical model, the surface pressure distribution and the motion of vortices around the piggyback pipeline for e/D=G/D=0.25, KC=25.l are investigated, and a characteristic vortex pattern around the piggyback pipeline denoted "antiphase-synchronized" pattern is recognized.
机译:在本文中,建立了二维数值模型来模拟规则波浪作用下海底搭载管道上的流体动力。使用三步泰勒-加勒金有限元方法(FEM)求解具有k-ω湍流模型闭合的二维雷诺平均Navier-Stokes方程。采用计算拉格朗日-欧拉对流流体重映射图(CLEAR-VOF)方法模拟自由表面问题,该问题固有地与非结构网格和有限元方法兼容。轴向力和升力(横向)力的数值结果将在e / D = G / D = 0.25和KC = 25.l的搭载管道上进行的物理模型测试结果与在大连大学海岸与近海工程国家重点实验室的海洋环境水槽中进行的测试结果进行了比较科技,中国。结果表明,数值结果与实验结果吻合,数值模型可用于预测波浪作用下背负式管道上的水动力。基于数值模型,研究了e / D = G / D = 0.25,KC = 25.l时背负管道周围的表面压力分布和涡旋运动,并在背负管道周围形成了特征性的涡流模式,称为“反相”。 -同步”模式。

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