本文依据CMA方法建立海浪波高与周期的联合模型,根据IFORM方法确定北大西洋百年一遇波高-周期的等概率曲线,设计了一组百年一遇波浪海况。由于海洋平台经受的波浪波长有几米到几百米,而半潜平台浮箱一般长度在100 m左右,宽度和高度在10~20 m范围,浮箱的粘性阻尼是否要考虑,如何考虑目前工程界做法不一。本文以典型四立柱半潜式平台为研究对象,运用忽略浮箱粘性阻尼、用Morison方程来考虑粘性阻尼和增加临界阻尼来修正的3种方法,分别对半潜式平台的运动响应、气隙、波浪二阶平均漂移力分别进行短期预报分析研究,并对3种分析方法结果进行对比分析。
In this paper, a joint model of wave height and period was established based on the CMA method. The equal probability curve of wave height and period for once-in-a-century wave in the North Atlantic was determined based on the IFORM method. And a set of wave with once-in-a-century sea conditions was designed. Since the wavelength experienced by the offshore platform ranges from several meters to several hundred meters. The semi-submersible platform buoyancy tank generally has a length of about 100 m, and its width and height are in the range of 10~20 m.Whether the viscous damping of the buoyancy tank should be considered and how to consider it are different in the engineering field at present. In this paper, a typical four-column semi-submersible platform is taken as the research object. The short-term prediction of the motion response, air gap and wave second-order average drift force of the semi-submersible platform are studied by using three methods: ignoring the viscous damping of the pontoon, considering the viscous damping with Morison equation and increasing the critical damping. The results of the three methods are compared and analyzed.
2022,44(12): 88-94 收稿日期:2021-06-25
DOI:10.3404/j.issn.1672-7649.2022.12.017
分类号:P75
基金项目:国家自然科学基金资助项目(52071161)
作者简介:霍发力(1982 ? ),男,副教授,主要从事船舶与海洋结构物结构设计及水动力性能研究
参考文献:
[1] EMAMI A, MOSTAFA G, A R. Application of poroelastic layers in a semi-submersible platform: Devising an efficient heave motion response reduction method[J]. Ocean Engineering, 2020, 201: 107−148.
[2] LWANOWSKI B, MARC L, WEMMENHOVE R. CFD Simulation of Wave run-up on a Semi-submersible and Comparison with Experiment[C]//. ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. 2009.
[3] PHAM T D, SHIN H. The effect of the second-order wave loads on drift motion of a semi-submersible floating offshore wind turbine[J]. Journal of Marine Science and Engineering, 2020, 8(11): 859
[4] Rohit K, et al. Multi-phase simulation of semi-submersible platform with pencil column using CFD[J]. Journal of Physics:Conference Series, 2020, 1716(1): 012–024
[5] REN Nianxin, et al. Hydrodynamic analysis of a modular floating structure with tension-leg platforms and wave energy converters[J]. Journal of Marine Science and Engineering, 2021, 9(4): 424
[6] 邓小康, 谢文会, 李阳, 等. 一种新型深水浮式平台及其系泊系统动力响应分析[J]. 舰船科学技术, 2021, 43(5): 95–101
[7] 张曼, 杜君峰, 常安腾, 等. 风浪流环境要素对半潜式平台气隙响应特性的影响研究[J]. 中国海洋大学学报(自然科学版), 2019, 49(S2): 107–116
[8] 罗幼安, 王飞, 位巍. 二阶运动响应对半潜平台气隙的影响研究[J]. 海洋工程装备与技术, 2018, 5(S1): 15–18
[9] 李男, 张君彦, 李文华等. 三维浮体的二阶波浪力计算研究[J]. 船舶, 2020, 31(06): 24–34
[10] 中国船级社, 海上移动平台入级与建造规范2012[M]. 北京: 人民交通出版社, 2012.
[11] BITNER-GREGERSEN E M. Joint probabilistic description for combined seas [C]//. Proceedings of 24th International Conference on Offshore Mechanics and Arctic Engineering. Halkidiki , Greece , OMAE, 2005, June 12-17.
[12] WINTERSTEIN S, UDE T C , CORNELL C A, et al. Environmental parameters for extreme response. inverse FORM with omission sensitivity [C]//. Proceedings of International Conference on Structural Safety and Reliability. Innsbruck, ICOSSAR-93, 1993.
[13] DET. Norske Verital AS. DNV-RP-C205 Environmental Conditions and Environmental Loads[M]. October 2010.