业界联合开发并验证用于预测裸立管表面流体动力系数的CFD建模实践

Hyunchul Jang, M. Agrawal, Dongwhan Lee, Wei Xu, Jerry Huang, F. Jiang, Wu Jie, Eloise Croonenborghs
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引用次数: 1

摘要

水动力系数是海洋隔水管设计和评价中的重要参数。水动力系数被广泛用于评估海洋隔水管在浮子运动激励和涡激振动(VIV)下的响应,传统上,水动力系数是通过短刚性隔水管段的物理模型试验获得的。近年来,由于计算流体动力学(CFD)软件的进步和高性能计算能力的提高,海洋工业开始使用计算流体动力学(CFD)分析来预测水动力系数,但为了使CFD分析成为行业中更广泛接受的预测工具,需要可靠的CFD建模实践。通过可再生海上CFD JIP工作组,业界共同努力开发和验证可靠的CFD建模实践。在工作组中,根据已经验证的模型测试数据编写了CFD建模实践文档,并通过三位CFD实践者的盲验证进行了验证。第一年的工作主要集中在圆形截面的裸立管上,第二年的工作将扩展到其他立管部分,如交错浮力模块和条纹立管。本文介绍了工作组第一年对圆形截面裸立管的验证活动。验证工作包括三个测试问题:1)静流静态模拟,2)静水强制振荡,3)静流强制振荡。在平稳模拟中,比较了平均阻力系数、升力系数标准差和斯特劳哈尔数。在静水强迫振荡模拟中,完全浸没的隔水管段呈正弦振荡,并对阻尼和附加质量系数进行了比较。在电流强迫振荡仿真中,隔水管段沿横流方向振荡至稳态电流,并对升力系数和附加质量系数进行了比较。通过遵循建模实践,CFD预测结果彼此一致,并且对于大多数测试用例接近模型测试数据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Joint-Industry Effort to Develop and Verify CFD Modeling Practice for Predicting Hydrodynamic Coefficients on Bare Riser Surfaces
Hydrodynamic force coefficients are important parameters in design and assessment of marine risers. The hydrodynamic coefficients are widely used for assessing marine riser responses due to floater motion excitation and vortex-induced vibrations (VIV). Traditionally, the hydrodynamic coefficients have been obtained from physical model tests on short rigid riser sections. Recently, the offshore industry has started to use computational fluid dynamics (CFD) analysis for predicting the hydrodynamic coefficients due to the recent advancement of CFD software and high-performance computing capabilities, but a reliable CFD modeling practice is requested for CFD analysis to be a more widely accepted prediction tool in the industry. A joint industry effort has been made for developing and verifying the reliable CFD modeling practice through a working group of the Reproducible Offshore CFD JIP. In the working group, a CFD modeling practice document was written based on existing practices already validated for model test data, and verified by blind validations with three CFD practitioners. The first year works are focused on the bare riser with circular cross-section, and the second year work will be extended to the other riser sections such as staggered buoyancy module and straked riser. This paper presents the working group’s first-year verification activities for a bare riser with circular cross-section. The verification works covers three test problems: 1) stationary simulation in steady current, 2) forced-oscillation in calm water, 3) forced-oscillation in steady current. In the stationary simulation, mean drag coefficient, standard deviation of lift coefficient, and Strouhal numbers are compared. In the forced-oscillation simulation in calm water, the fully-submerged riser section oscillates with a sinusoidal motion, and damping and added mass coefficients are compared. In the forced-oscillation simulation in current, the riser section oscillates in cross-flow direction to the steady current, and lift coefficient and added mass coefficient are compared. By following the modeling practice, the CFD predictions are consistent with each other and close to the model test data for a majority of test cases.
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