钻井半潜式装置甲板下冲击波模型试验

Li-xin Xu, X. Teng, Jinguang Wang, Sing-Kwan Lee, Jiancheng Liu, Yi-zhi Guo, Longfei Xiao
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摘要

由于2015年发生的COSL Innovator事故,钻井半潜式装置甲板箱在强风暴条件下的负气隙和波浪冲击载荷受到了广泛关注。同样重要的是MODU甲板下的垂直撞击载荷,这在文献中报道较少。本文试图基于CM-SD1000钻井半潜式装置的广泛模型试验程序,推导出甲板底部的特征垂直撞击压力。共进行了96次3小时波浪冲击试验,包括沿DNV陡峭度标准曲线在3个浪头中选择的4种海况。确定了两个关键的海况,并在头波和波束波中分别用16个随机实现对每个海况进行测试。甲板下安装了8个力板,以捕获垂直波冲击事件。结果表明,所得到的峰值撞击压力可以很好地拟合为Weibull和Gumbel概率函数。预测的极端垂直冲击压力与极端水平冲击压力具有相同的数量级。研究还表明,波面相对于甲板底部的上升速度与击波压力在概率分布上有显著的相关性。相对上升速度可以由波探头测量得到。这提供了另一种方法来估计垂直冲击压力,而无需诉诸力面板。与水平波撞击相比,垂直波撞击的震级和频率只是随着波高的显著增加而增加,而波浪陡度的影响则小得多。研究发现,极端垂直冲击压力可以很好地近似为有效波高的线性函数。如果通过更多的试验验证这种线性关系,将有助于在波盆模型试验之前评估甲板底部的结构强度。
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Underdeck Wave Slamming Model Tests for a Drilling Semi-Submersible Unit
Negative air gap and wave slamming load on the deck box of drilling semi-submersible units in severe storm have received a great deal of attention, due to the COSL Innovator accident in 2015. Equally important is vertical slamming load on the MODU underdeck, which is less reported in the literature. The present paper attempts to derive characteristic vertical slamming pressure on the deck bottom, based on an extensive model test program for a drilling semi-submersible unit, CM-SD1000. A total of 96 3-hour wave impact tests were conducted including 4 sea states selected along the DNV steepness criterion curve in 3 wave headings. Two critical sea states were identified and each was tested with 16 random realizations in both the head and the beam waves. 8 force panels were installed on the under-deck to capture vertical wave impact events. It is found that the peak slamming pressures obtained can be fitted well with both Weibull and Gumbel probability function. The extreme vertical impact pressure predicted are of the same order of magnitude as the extreme horizontal impact pressure. The present study also shows that rise velocities of the wave surface relative to the deck bottom have a remarkable correlation with the wave slamming pressure in terms of probability distribution. The relative rise velocities can be properly derived from wave probe measurements. This offers an alternative approach to estimate the vertical impact pressure without resort to force panels. In contrast to horizontal wave slamming, the magnitude and frequency of vertical ones simply increases with significant wave height and wave steepness has much less effect. It is found that the extreme vertical impact pressure can be approximated well by a linear function of the significant wave height. The linear relationship, if validated by more tests, may help evaluate structural strength of the deck bottom before wave basin model testing.
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