首页> 外文会议>International Conference on Offshore Mechanics and Arctic Engineering, Jun 23-28, 2002, Oslo, Norway >INTERACTION BETWEEN DRILLSTRING AND ICE-PROTECTION PIPE WHILE DRILLING DEEPWATER WELLS IN WATER BASINS WITH ICE SHEETS
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INTERACTION BETWEEN DRILLSTRING AND ICE-PROTECTION PIPE WHILE DRILLING DEEPWATER WELLS IN WATER BASINS WITH ICE SHEETS

机译:在带冰板的水盆中钻深水井时,钻孔与防冰管之间的相互作用

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While drilling deepwater stratigraphic wells in the water basins with ice sheets, drillers usually encounter the problem of a drillstring protecting from ice loads. One of the methods of the drillstring protection from ice impact provides for clearance installation of an ice pipe in the drilling vessel unit moonpool with the pipe bottom several meters below the keel. The paper suggests the numerical-analytical method of the stress-deformated state calculation for the drillstring and the ice-protection pipe with allowance for contact interaction between the drillstring, the ice protection pipe and the moonpool wall. The ice load value is determined based on the condition of equality between the kinetic energy of a moved ice floe and the elastic energy of the "drillstring - ice-protection pipe" system. The principle of the minimum potential elastic energy is used for calculating the system equilibrium configuration, with account to constraints of the system element displacement. The method of coordinate-by-coordinate descent is used to find a solution for the conditional minimization problem. The developed method is employed to evaluate the efficiency of the ice pipe design to be used while drilling deepwater stratigraphic wells from the Botnica multi-function icebreaker in the Arctic region under the International Ocean Drilling Program (IODP). The study showed that the suggested ice pipe design was capable of withstanding impacts of ice floes moving at 1.5 m/sec with thickness of 1 m and with diameter up to 3.5 m.
机译:当在水盆中用冰盖钻探深水地层井时,钻井者通常会遇到保护钻柱免受冰负荷的问题。保护钻柱免受冰冲击的方法之一是在钻探船单元月池中将冰管间隙安装,使管底位于龙骨下方几米处。本文提出了一种数值分析方法,对钻柱和防冰管进行应力变形状态计算,并考虑到钻柱,防冰管和月池壁之间的接触相互作用。基于移动的浮冰的动能与“钻柱-防冰管”系统的弹性能之间相等的条件来确定冰负荷值。考虑到系统单元位移的限制,使用最小势能的原理来计算系统平衡配置。使用逐个坐标下降的方法来找到条件最小化问题的解决方案。根据国际海洋钻探计划(IODP),采用开发的方法评估在北极地区的Botnica多功能破冰船钻深水地层井时使用的冰管设计效率。研究表明,建议的冰管设计能够承受以1.5 m / sec的速度移动,厚度为1 m,直径最大为3.5 m的浮冰的冲击。

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