Numerical Solutions and Model Test Design for Anti-Typhoon Drilling Riser

Jinlong Wang, Liao Lihui, F. Lim, Hui Zhang, Liangbin Xu, Leixiang Sheng, Jin Ruijia
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引用次数: 1

Abstract

Anti-typhoon drilling riser, a solution to overcome high time cost of offshore drilling riser emergency retrieval under the situation of imminent arrival of a typhoon, is to modify the existing drilling riser to make it disconnectable closer to the surface and leave the long riser string below (and subsea blowout preventer (BOP)) in a safe and freestanding mode to survive the typhoon. The freestanding riser is held up by a buoyancy can system. And during the normal drilling operation, the buoyancy can maintain neutral thus it has limited effect on the riser overall global performance. However, locally the buoyancy can system will have some effect on the riser system nearby. To study these effects, numerical analytical methodology and results of anti-typhoon drilling rise under connected mode and freestanding mode are proposed, and a model test of 1:21 scale factor is designed. Three configuration modes: freestanding mode, connected mode and disconnecting mode are simulated in the tank test. A series of load cases under various current and wave, buoyancy upthrust are conducted in the experimental test to evaluate the hydrodynamic and strength performance of the riser near buoyancy can. The numerical solution and model test design can be a significant basis of water tank test for anti-typhoon drilling riser and a valuable reference for deepwater drilling engineering.
防台风钻井隔水管数值解及模型试验设计
防台风钻井隔水管是在台风即将到来的情况下,克服海上钻井隔水管紧急回收时间成本高的一种解决方案,即对现有的钻井隔水管进行改造,使其更靠近地面,使其可断开连接,并使下面的长隔水管串(以及海底防喷器)处于安全独立的状态,以抵御台风。独立立管由浮力罐系统支撑。在正常的钻井作业中,浮力可以保持中性,因此它对立管整体性能的影响有限。然而,局部浮力系统会对附近的立管系统产生一定的影响。为了研究这些影响,提出了连接模式和独立模式下抗台风钻井上升的数值分析方法和结果,并设计了1:21比例因子的模型试验。罐体试验模拟了三种配置模式:独立模式、连接模式和断开模式。在不同的水流和波浪、浮力上冲作用下进行了一系列的载荷试验,以评价隔水管在浮力处的水动力性能和强度性能。数值解和模型试验设计可为防台风钻井隔水管水箱试验提供重要依据,为深水钻井工程提供有价值的参考。
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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