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ASSESSMENT OF SIGNIFICANT WAVE HEIGHT - PEAK PERIOD DISTRIBUTION CONSIDERING THE WAVE STEEPNESS LIMIT

机译:考虑波陡限制的显着波浪高度 - 峰值周期分布的评估

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The physical limit of the significant wave steepness is generally exceeded when assessing the seastate climate and the extreme iso-probability contours, i.e. too short significant wave peak periods Tp are sometimes associated to a certain significant wave height Hs. The occurrence of not physically consistent Tp is clearly due to a fault in the generally made assumption of a log-normal distribution of the Tp, where the physical limit for the period would be Tp > 0, i.e. the existence limit of the log-normal distribution, which is well below the real physical limit for significant wave steepness. If this is not a problem for pipeline design, where stability and fatigue are dominated by longer peak periods associated at each significant wave height, loads overestimation could arise for near surface structures, e.g. riser, where the largest loads and fatigue, are caused by the shorter peak periods associated to a certain significant wave height. Hence, the possibility to define a Tp distribution which respects the physical lower bound of the limiting wave steepness has a significant relevance when dealing with design and installation of near surface structures. The present paper proposes a new methodology for the assessment of the Hs-Tp distribution which respects an a-priori defined wave steepness limit. This can be done basing on the definition of significant wave steepness S_p = 2πH_s/gT_p~2 which, assessing a limiting steepness S_p, provide an physical lower bound Tp_(lim) for the peak period. Defining a new variable T_p' = T_p-T_(plim) and imposing that Tp' follows a log-normal distribution, hence having a physical limit Tp' > 0, is equivalent to assess a Tp distribution which respects the defined significant wave steepness limit T_p > T_(plim). A test case compares results obtained with the 'old' and 'new' methodologies and shows the implication on the design loads. Moreover, another test case has been investigated to verify the performance and characteristics of the new methodology.
机译:当评估SEADATE气候和极端概率轮廓时,通常超过显着波陡度的物理极限,即太短的显着波峰周期TP有时与某个显着波高度HS相关联。由于通常假设TP的日志正态分布通常假设的故障,但由于TP的物理限制为TP> 0,即Log-Norly的存在限制分布,远低于重大波陡峭的真实物理限制。如果这不是管道设计的问题,那么在稳定性和疲劳以每个显着波高的峰值周期主导,可以为近表面结构产生负载高估,例如,近表面结构。在最大负载和疲劳的提升机是由与某个显着波高的较短峰值周期引起的。因此,在处理近表面结构的设计和安装时,可以定义尊重限制波陡度的物理下限的TP分布的可能性。本文提出了一种评估HS-TP分布的新方法,该分布涉及A-Priori确定的波陡限制。这可以基于显着波陡峭S_P =2πH_S/ GT_P〜2的定义来完成,这是评估限制陡度S_P的限制S_P,为峰值周期提供物理下限TP_(LIM)。定义新的变量T_P'= T_P-T_(PLIM)并强加TP'遵循对数正态分布,因此具有物理限制TP'> 0,相当于评估尊重定义的显着波陡度极限的TP分布t_p> t_(plim)。测试用例将获得的结果与“旧”和“新”方法进行了比较,并显示了对设计负载的含义。此外,已经研究了另一个测试用例以验证新方法的性能和特征。

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