井控:硬关或软关井,陆上体验

Ephraim O. Ogunyemi
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引用次数: 4

摘要

本文研究了关井过程中产生的压力波动,即“水锤”对地层的影响。发生井涌时,通常采用两种关井方法:软关井或硬关井。人们普遍认为,当一口井处于硬关井状态时,额外的涌压可能会导致地层破裂,从而给井压控制带来很大的问题。因此,大多数操作人员建议不要使用这种方法。钻头sim 50用于模拟从2bps到20bps的各种涌水尺寸,并计算并添加了水锤引起的压力波动。结果表明,软关井允许额外的流入,增加了地层压力,而硬关井减少了额外的流入,从而降低了地层破裂的可能性。对于所有考虑的井涌尺寸,由于水锤效应而产生额外压力波动的硬关井的BHP都不能达到考虑的各种深度的地层破裂压力。论文的结论是,如果采用硬关井程序,特别是在尼日尔三角洲进行模拟研究的陆上地点,将节省更多的时间来防止额外的流入。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Well Control: Hard or Soft Shut-In, The Onshore Experience
This paper investigates the effect of pressure surge referred to as "water hammer" on the formation as a result of shut - in procedure. Two methods are generally used to shut – in the well when kick is experienced: a soft shut – in or a hard shut – in. It is generally believed that when a well is hard shut – in, the additional surge pressure is capable of fracturing the formation creating a big issue in well pressure control. Hence, most operators advise against the use of this procedure. Drill sim 50 was used to simulate various kick sizes ranging from 2bbls to 20bbls and the resultant pressure surge due to water hammer was calculated and added. The result obtained indicated that soft shut – in procedure allows additional influx that increases the pressure on the formation while hard shut – in reduces the additional influx thereby reduces the possibility of formation breakdown. For all the kick sizes considered, the BHP for hard shut – in with additional pressure surge due to water hammer effect was not up to formation fracture pressure of the various depths considered. The paper concludes that more time will be saved to prevent additional influx if hard shut – in procedure is adopted especially in an onshore location of Niger Delta on which the simulation studies was carried out.
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