首页> 外文会议>2005 SPE annual technical conference and exhibition (ATCE 2005) >Torque and Drag Modeling for Horizontal Openhole Completions
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Torque and Drag Modeling for Horizontal Openhole Completions

机译:水平裸眼完井的扭矩和阻力建模

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Since horizontal openhole sections are now being drilled tornlengths that exceed 20,000 ft, placement of the completionrnstring (CS) to planned total depth (TD) may not be possiblernunder a proposed drilling plan. During the early years ofrnhorizontal-well construction, the hanging weight of therncompletion string was usually adequate to push it to TD. Withrnthe extreme lengths being attempted today, it is important tornmodel the well before attempts are made to run the plannedrncompletion to determine 1) whether the strength of the CS canrnstand the strains (tension, compression, and torque) ofrninstallation, and 2) whether there is enough weight in thernupper CS to push the lower CS to TD. A software model thatrnuses a wide range of well parameters to enable the operator tornpredict possible tension loading, compression loading, andrntorque limits on the CS during installation has long beenrnavailable. This paper discusses the software and how it can bernused in modeling well completion systems.rnTo calculate the applied forces on the completion stringrnrequires the use of a wide range of well parameters and arnspecialized software program that will allow the prediction ofrnloads and stresses that can be safely applied on the CS duringrninstallation. If the modeling process indicates that the CS willrnnot stand the stresses of installation without (1) failing fromrntensile loading, (2) buckling from the compression load, or (3)rnfailing from rotational torque, a different well plan can berndevised or other remedies employed. Charts developed fromrnactual case histories illustrate how the use of torque and dragrnmodeling can be advantageous in all phases of wellrncompletion.
机译:由于现在正在钻探水平裸眼段的长度超过20,000英尺,因此在拟议的钻探计划下可能无法将完井管柱(CS)放置到计划的总深度(TD)。在水平井建造的早期,通常,完井管柱的悬挂重量足以将其推向TD。如果今天尝试的是极端长度,那么在尝试进行计划的完井作业之前,首先要对井进行建模,以确定1)CS的强度是否可以承受安装的应变(张力,压缩和扭矩),以及2)是否存在破损,这一点很重要。上部CS的重量足以将下部CS推至TD。长期以来一直无法获得一种软件模型,该软件模型使用了广泛的油井参数,以使操作员能够预测CS上可能出现的拉力载荷,压缩载荷和扭矩极限。本文讨论了该软件以及如何在完井系统建模中使用该软件。要计算完井管柱上的作用力,需要使用各种各样的井参数和专门的软件程序,以便可以安全地预测载荷和应力在安装过程中应用于CS。如果建模过程表明在没有(1)不能承受拉伸载荷,(2)不能承受压缩载荷或(3)不能承受旋转扭矩的情况下CS不能承受安装压力,则可以设计不同的井眼计划或采用其他补救措施。从实际案例历史中得出的图表说明了扭矩和阻力模型的使用在完井的所有阶段如何具有优势。

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