35米水深边缘油田评价井的最小结构,不含夹套和泥线悬挂系统

P. Chatterjee
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引用次数: 0

摘要

提出了钻两口评价井的最小结构。导线将由起重船或钻井平台起重机通过预先安装在海底的轻型导向框架驱动到海底。在将导线驱动到所需深度后,将框架升高,并通过螺栓和灌浆连接在适当的标高处与导线连接。通过特别设计的小型垫基连接框架和海底之间的六个系杆将确保结构在环境荷载下的稳定性。导管顶部将安装一个小型平台,为钻机离开后长时间试井所需的基本设备提供空间。该平台将由小船通过船坞和梯子进入。如果钻探结果良好,将增加立管和柔性管道与最近的海底连接点连接。对最小设施进行了详细的结构设计,以承受10.0米高的海浪以及相关的风和电流载荷带来的全方位环境载荷。研究了结构对波浪荷载动力效应的敏感性。对波浪引起的疲劳载荷的结构充足性和对极端环境载荷的储备强度的论证表明了最小结构在设计环境载荷下的鲁棒性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Minimum Structure for Well Appraisal in Marginal Fields at 35m Water Depth without Jacket & Mudline Suspension System
This paper proposes a minimum structure for drilling two appraisal wells. Conductors will be driven into seabed by a crane vessel or drilling-rig crane through a pre-installed lightweight guide-frame placed on seabed. After driving the conductors to required depth, the frame is raised and joined to the conductors at appropriate elevation by bolted and grouted connections. Six tie members connected between the frame and seabed by specially-designed small mat foundations will ensure stability of the structure against environmental loads. A small deck will be installed on the top of conductors to provide space for essential equipment required for prolonged well testing after departure of drilling rig. The platform will be accessed by small boats through a boat landing and ladder. In case of positive drilling outcome, a riser and flexible pipeline will be added to connect with the nearest subsea tie-in point. A detailed structural design of the minimum facility is performed to withstand omnidirectional environmental loads due to 10.0m high wave along with associated wind and current loads. Susceptibility of the structure against dynamic effect of wave loads is also investigated. Demonstration of structural adequacy against wave-induced fatigue loads and reserve strength against extreme environmental loads show the robustness of the minimum structure to perform against design environmental loads.
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