Mooring Lines Reliability Analysis Case Study: Fso Abherka,

Garry Raditya Putra, D. Rosyid, R. Prastianto
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引用次数: 1

Abstract

Floating Storage and Offloading (FSO) demands good designs. One of the design is FSO’s mooring lines. The mooring lines of the FSO would face various environmental conditions, so that they are required to have good reliability. FSO Abherka, installed in the Madura stratit, has dimensions of LOA 242.90 m, LPP 232 m, Breadth 41.6 m, Height 19.7 m, Draft 12,894 m, and a deadweight of 85829 tons. The strait has a water depth of 100 m with contour variations of ± 2 m. Each four cluster of mooring lines of FSO Abherka has three mooring ropes. This study analyzed the strength of mooring lines in intact and damaged conditions using DNV software Genie and DNV HydroD. This study models a hydrodynamic FSO. This study also measured the reliability of the mooring lines from 2 cases: 1 intact and one damage from the most dangerous conditions. This study used the mean Value First Order Second Moment method to find the reliability of these mooring lines. Based on the reliability calculation set by DNV according to DNV-OS E301, the mooring lines design meet the established reliability criteria.
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系泊缆绳可靠性分析案例研究:Fso Abherka
浮动存储和卸载(FSO)要求良好的设计。其中一个设计是FSO的系泊线。FSO的系泊线将面临各种环境条件,因此要求其具有良好的可靠性。FSO Abherka安装在Madura地层中,LOA尺寸242.90 m, LPP 232 m,宽度41.6 m,高度19.7 m,吃水12894 m,自重85829吨。海峡水深100米,等值线变化±2米。FSO Abherka每4组系泊线有3根系泊绳。本研究使用DNV软件Genie和DNV HydroD分析了完好和受损情况下系泊索的强度。本研究建立了一个水动力FSO模型。本研究还从两种情况下测量了系泊线的可靠性:一种是完好无损的,另一种是最危险情况下的损坏。本研究采用均值一阶二阶矩法求解这些系泊索的可靠度。根据DNV- os E301规定的可靠性计算,锚泊线设计满足既定的可靠性标准。
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审稿时长
9 weeks
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