论CFD模拟极端波浪条件下浅水CALM浮标的有效性

Henry Bandringa, Frédérick Jaouën, J. Helder, T. Bunnik
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引用次数: 2

摘要

悬链链锚腿系泊(CALM)是目前应用最广泛的海上装卸码头。CALM浮标由一个浮筒组成,浮筒由锚链链腿固定在海床上,链腿固定在锚或桩上。由于CALM浮标的惯性小,系泊线对波浪的响应非常敏感,会给系泊线带来相当大的疲劳风险。极端的波浪甚至可能导致系泊线失效。因此,研究CALM浮标在(极端)波浪条件下的运动具有重要意义。本文提出了一种耦合CFD -动态系泊模型的验证研究,用于模拟浅水CALM浮标在极端波浪中的响应(图1)。通过将基于Navier-Stokes的有限体积、VoF CFD求解器与动态系泊模型耦合,模拟了水平系泊系统中交互移动的CALM浮标。在ComFLOW-2联合工业项目期间,CFD结果与MARIN公司在浅水盆地进行的模型测试进行了验证。验证研究的重点是正确预测CALM浮标在极端规则浅水波中的耦合响应。作为模拟全耦合动态系泊装置的替代方案,也提出了CFD模拟,其中系泊系统由线性等效弹簧矩阵表示,包括交叉项。本文提出了正确建模这些交叉项的重要性,并比较了有和没有这些非对角线弹簧项的结果。
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On the Validity of CFD for Simulating a Shallow Water CALM Buoy in Extreme Waves
The Catenary Anchor-Leg Mooring (CALM) is the most popular and widely-used type of offshore loading terminal. A CALM buoy consists of a floating buoy anchored to the seabed by catenary chain legs which are secured to anchors or piles. Due to the small inertia of CALM buoys, the mooring line responses are very sensitive to waves and considerable fatigue risk is introduced to the mooring lines. Extreme waves may even lead to mooring line failure. Therefore it is highly relevant to study the motions of the CALM buoy in (extreme) wave conditions. This paper presents a validation study of a coupled CFD – dynamic mooring model for simulating the response of a shallow water CALM buoy in extreme waves (Figure 1). Simulations of an interactively moving CALM buoy in a horizontal mooring system were performed by coupling a Navier-Stokes based finite-volume, VoF CFD solver with a dynamic mooring model. The CFD results are validated against model tests performed in MARIN’s shallow-water basin during the ComFLOW-2 joint industry project. The validation study concentrates on the correct prediction of the coupled responses of the CALM buoy in extreme, regular shallow-water waves. As an alternative to simulations with a fully coupled dynamic mooring set-up, also CFD simulations are presented in which the mooring system is represented by a linearly equivalent spring matrix, including cross terms. The importance of correctly modelling these cross terms is presented in the paper, and the results obtained with- and without these off-diagonal spring terms are compared.
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