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Numerical investigation of water-entry of flatted-bottom seafloor mining tool in ocean waves 被引量:1

Numerical investigation of water-entry of flatted-bottom seafloor mining tool in ocean waves
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摘要 A numerical wave load model based on two-phase(water-air) Reynolds-Averaged Navier Stokes(RANS) type equations is used to evaluate hydrodynamic forces exerted on flatted-bottom seafloor mining tool during its entering ocean waves of deploying process.The discretization of the RANS equations is achieved by a finite volume approach(FV).The volume of fluid method(VOF) is employed to track the complicated free surface.A numerical wave tank is built to generate the ocean waves which are suitable for deploying seafloor mining tool.A typical deploying condition is employed to reflect the process of flatted-bottom body impacting with waves,and the pressure distribution of bottom is also presented.Four different lowering velocities are applied to obtain the time histories of maximum pressure of bottom,and it can be concluded that the pressure coefficient decreases with water velocity increasing,which is similar with ordinary water entry case.The numerical results clearly demonstrate the characteristics of flatted-bottom body entering ocean waves. A numerical wave load model based on two-phase (water-air) Reynolds-Averaged Navier Stokes (RANS) type equations is used to evaluate hydrodynamic forces exerted on flatted-bottom seafloor mining tool during its entering ocean waves of deploying process. The discretization of the RANS equations is achieved by a finite volume approach (FV). The volume of fluid method (VOF) is employed to track the complicated free surface. A numerical wave tank is built to generate the ocean waves which are suitable for deploying seafloor mining tool. A typical deploying condition is employed to reflect the process of flatted-bottom body impacting with waves, and the pressure distribution of bottom is also presented. Four different lowering velocities are applied to obtain the time histories of maximum pressure of bottom, and it can be concluded that the pressure coefficient decreases with water velocity increasing, which is similar with ordinary water entry case. The numerical results clearly demonstrate the characteristics of flatted-bottom body entering ocean waves.
出处 《Journal of Central South University》 SCIE EI CAS 2014年第8期3071-3078,共8页 中南大学学报(英文版)
基金 Project(51305463)supported by National Natural Science Foundation of China Project(2012QNZT01601005125)supported by Free Exploration Plan of Central South University,China Project supported by Postdoctoral Foundation of Central South university,China
关键词 flatted-bottom body water entry numerical wave tank DEPLOYMENT slamming load 数值波浪水槽 数值研究 挖掘工具 海底 RANS方程 流体动力 有限体积法 采矿工具
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