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Generic Hurricane Extreme Seas State: An Engineering Approach

机译:通用飓风极端海洋州:一种工程方法

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Extreme sea states, which the IEC 61400-3 (2008) standardrequires for the ultimate limit state (ULS) analysis of offshorewind turbines are derived to establish the design basis for theconceptual layout of deep water floating offshore wind turbinefoundations in hurricane affected areas. Especially in the initialphase of floating foundation concept development, site specificmetocean data are usually not available. As the areas of interestare furthermore not covered by any design standard, in terms ofdesign sea states, generic and in engineering terms applicableenvironmental background data is required for a type specificconceptual design. ULS conditions for different return periodsare developed, which can subsequently be applied in siteindependentanalysis and conceptual design. Recordingsprovided by National Oceanic and AtmosphericAdministration (NOAA), of hurricanes along the US east coastand the Gulf of Mexico (1851 - 2009) and Japanese east coast(1951 -2009) form the basis for Weibull extreme value analysesto determine return period respective maximum wind speeds.Unidirectional generic sea state spectra are obtained byapplication of the empirical models for hurricane generates seasby Young (1998, 2003, and 2006), requiring maximum windspeeds, forward velocity and radius to maximum wind speed.An averaged radius to maximum sustained wind speeds,according to Hsu et al. (1998) and averaged forward speed ofcyclonic storms are applied in the initial state. In a second stepthe influence of the forward velocity is investigated and relatedto the assumption of an extended fetch.
机译:推导出IEC 61400-3(2008)标准要求的极端海况,以对海上风力涡轮机进行极限极限状态(ULS)分析,从而为飓风受灾地区深水漂浮海上风力涡轮机基础的概念布局奠定设计基础。特别是在浮动基础概念开发的初始阶段,通常无法获得特定地点的气象数据。此外,由于感兴趣的领域未被任何设计标准涵盖,因此在设计海况,通用和工程术语方面,特定于类型的概念设计都需要适用的环境背景数据。制定了针对不同退货期的ULS条件,随后可将其应用于站点独立分析和概念设计。美国国家海洋和大气管理局(NOAA)提供的有关美国东海岸和墨西哥湾(1851-2009)和日本东海岸(1951-2009)飓风的记录构成了威布尔极值分析的基础,用于确定返回期各自的最大风速通过应用Young(1998、2003和2006)飓风产生的海斯经验模型获得单向通用海洋状态光谱,该模型需要最大风速,正向速度和最大风速半径。平均半径到最大持续风速根据许等人。 (1998年)和气旋风暴的平均前进速度应用于初始状态。在第二步中,研究前进速度的影响并将其与扩展提取的假设相关。

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