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IRREGULAR WAVE SIMULATION AND ITS IMPACT ON RISER EXTREME RESPONSE FOR A PRODUCTION SEMI

机译:不规则波模拟及其对生产半的立管极端响应的影响

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Steel Catenary Risers (SCRs) are widely used in deepwater and ultra-deepwater field developments. The dynamic strength of SCRs is a concern in terms of the global performance. The analysis results are quite scattered in many cases due to the nature of the irregular wave stochastic properties. The widely accepted approach to predict the riser dynamic response in the irregular seas is to run the multiple time domain simulations based on different random seeds. This paper will address the impacts on the predicted riser dynamic response due to the random seeds selection. The discussion is based on the independent engineering verification work for a production Semi project in South China Sea. The site specific irregular waves are usually defined by not only the wave spectrum, but also the properties of individual waves, such as maximum wave height and minimum wave trough, which have big impacts on the riser extreme response. The code recommended approach for irregular wave simulation is based on the linear wave theory, which can ensure the match of the target wave spectrum, for example, Hs, Tp (or Tz), wave peakness for JONSWAP spectrum. But the variation of simulated individual wave properties to the specified value can be significant or there is no specified value to match. The simulated irregular waves based on linear theory is also a distortion to the real wave elevation time trace, such as the asymmetry of the wave crest and trough, especially for the tropical cyclone sea states. Some riser response, such as the compression load at riser touch down zone, can be significantly impacted by the nonlinear nature of the waves and the variation to the target individual wave properties. This paper will discuss the random wave simulation and its impacts on riser dynamic response. A SCR strength design case is presented for illustration in this paper. Key parameters are identified to show the correlation with the SCR dynamic response. The conclusion is finally drawn from the work presented in this paper.
机译:钢结鳞状提升管(SCR)广泛用于深水和超深水场发育。 SCR的动态强度是全球性能方面的一个问题。由于不规则波随机性质的性质,分析结果在许多情况下散落。广泛接受的方法来预测不规则海洋中的提升机动态响应是基于不同的随机种子运行多时域模拟。由于随机种子选择,本文将解决对预测提升管动态响应的影响。讨论基于南海生产半项目的独立工程验证工作。该站点特定的不规则波通常不仅由波谱限定,而且是由波谱的特性,也限制了各个波的性质,例如最大波高和最小波浪槽,这对提升机极端响应产生了重大影响。对于不规则波模拟的代码推荐的方法是基于线性波理论,这可以确保目标波频谱的匹配,例如,HS,TP(或Tz的),波形为peakness频谱JONSWAP。但是模拟各个波属性对指定值的变化可能是很大的,或者没有指定的值匹配。基于线性理论的模拟不规则波也是真实波形仰角时间轨迹的变形,例如波浪嵴和槽的不对称性,特别是对于热带旋风海洋州。一些提升器响应,例如提升管接触区域的压缩负荷,可以通过波的非线性性质和目标单独波属性的变化显着影响。本文将讨论随机波仿真及其对立管动态响应的影响。在本文中展示了SCR强度设计案例。识别关键参数以显示与SCR动态响应的相关性。最后从本文提出的工作中得出了结论。

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