Hydrodynamic Characteristics of Ocean Engineering Numerical Pool Benchmark Model Relying on Numerical Simulation

Mayank Verma
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Abstract

: The development of water resources and energy is increasing day by day, including the exploration and development of marine resources and natural gas. Over the past 30 years of reform and opening up, my country's economic development has made remarkable achievements, high-tech enterprises and power plants have also developed rapidly, and the demand for electricity and resources is also increasing. The purpose of this paper is to study the hydrodynamic characteristics of the numerical pool benchmark model for marine engineering relying on numerical simulation. This paper develops a numerical model for a design reference test case of a semi-submersible platform and predicts the hydrodynamic properties under three typical operating conditions, namely survival and pumping, space acceleration operation, etc. Comparing the dynamic response calculation results with the existing sixth-generation response numerical simulation results, the trend is consistent, which proves that the model is as reasonable and advanced as the reference model. In this paper, the comparative results of numerical simulations are analyzed. The motion performance of the platform and its motion system under different conditions, such as changing the height of the center of gravity, changing the composition of the mooring line, changing the initial pre-tightening angle of the line mooring, and breaking the line under its influence are studied. The results of the difference law of displacement and motion between the platform and the mooring system provide a specific reference for the optimal design of the platform. Experiments show that the maximum relative errors of mooring line tension, heave motion
基于数值模拟的海洋工程数值池基准模型水动力特性研究
当前位置水资源和能源的开发日益增加,包括海洋资源和天然气的勘探和开发。改革开放30多年来,我国经济发展取得了举世瞩目的成就,高新技术企业和电厂也迅速发展起来,对电力和资源的需求也在不断增加。本文的目的是依靠数值模拟研究海洋工程数值池基准模型的水动力特性。针对某半潜式平台设计参考试验案例,建立了半潜式平台的数值模型,预测了半潜式平台在生存泵送、空间加速等三种典型工况下的水动力特性。将动态响应计算结果与现有的第六代响应数值模拟结果进行比较,趋势一致,证明该模型与参考模型一样合理和先进。本文对数值模拟结果进行了对比分析。研究了平台及其运动系统在不同条件下的运动性能,如改变重心高度、改变系泊线的组成、改变系泊线的初始预紧角、在其影响下断线等。平台与系泊系统的位移和运动差异规律的研究结果为平台的优化设计提供了具体的参考。实验表明,最大相对误差为系缆张力、升沉运动
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