The Auger TLP: Calibration of Minimum Bottom Tendon Tension Based On Field Measurements

Jinbo Chen, Yong Chen, Justin P. Barras, Varadarajan Nadathur, Z. Tang, E. Huang
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Abstract

The Auger Tension Leg Platform (TLP), which was installed in 1994, is Shell’s first TLP in the Gulf of Mexico (GoM). The Auger TLP was designed during the time when the industry had not yet been able to fully investigate the global dynamic characteristics of TLPs, especially the high frequency dynamic responses of tendons, and the design tensions of the Auger tendons were not calibrated to scaled wave basin model tests like the later TLP projects since the Auger TLP. Based on the accumulated experience from more than two decades’ operation and a number of studies conducted on the Auger TLP global performance, it is revealed that the Auger tendon tension is conservative given the current operational limit; however, the extra conservatism has not been fully quantified due to the lack of model test data. With the recorded Auger global motions and tendon tensions from the on-board measurement system, the performance of the Auger TLP in extreme storms is becoming fully unveiled by calibrating the analytical predictions (both time-domain analysis and frequency-domain analysis) with the measurement data. Thus, the objectives of this paper are (i) to calibrate the TLP minimum tendon tension design recipe based on the high-fidelity field measurement data from Tropical Storm Cindy 2017 and Hurricane Laura 2020 using both time-domain and frequency-domain simulations, and (ii) to propose the new allowable vertical center of gravity (VCG) and the new tendon pretensions for the Auger TLP for the extreme storm conditions. It is concluded that the current allowable VCG can be increased or the current required tendon pretension can be decreased without compromising the safety to the platform during the extreme storm conditions.
螺旋张力腿架:基于现场测量的最小底部肌腱张力校准
1994年安装的Auger张力腿平台(TLP)是壳牌在墨西哥湾(GoM)的第一个张力腿平台。在设计Auger张力腿平台时,业界尚未能够充分研究张力腿平台的整体动态特性,特别是张力腿的高频动态响应,而且Auger张力腿的设计张力没有像后来的Auger张力腿平台项目那样,根据波盆模型测试进行校准。根据20多年的运行经验和对俄歇张力腿平台全球性能的大量研究表明,考虑到目前的运行极限,俄歇张力腿的张力是保守的;然而,由于缺乏模型试验数据,额外的保守性并没有得到充分的量化。根据机载测量系统记录的俄歇全球运动和肌腱张力,通过校准测量数据的分析预测(时域分析和频域分析),俄歇张力腿在极端风暴中的表现将得到充分揭示。因此,本文的目标是:(i)基于热带风暴辛迪2017和飓风劳拉2020的高保真现场测量数据,使用时域和频域模拟校准张力腿平台的最小肌腱张力设计配方;(ii)为极端风暴条件下的奥格张力腿平台提出新的允许垂直重力中心(VCG)和新的肌腱张力。结论是,在极端风暴条件下,在不影响平台安全性的前提下,可以增加当前允许的VCG或降低当前所需的腱预紧力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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