Bit Balling: Causes, Effects and Mitigation Using Bunmi-01 Well in Niger Delta as a Case Study

Sodiq Adejuwon Kehinde, O. I. Ajayi, U. Akpan, D. Odesa
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Abstract

Drilling operations is typically characterized by various operational challenges ranging from surface to subsurface issues. The most prevalent subsurface drilling problems include pipe sticking, lost circulation, borehole instability, bit balling, hole cleaning etc. This paper aims to analyse the causes and effects of bit balling and the mitigation strategies that can be employed in the well planning and drilling phase using Bunmi-01 well in Niger Delta as a case study. Analysis of drilling data gathered from Bunmi-01 well shows that the bit balling is more prominent at depths within the range of 3,000ft – 6,800ft, mostly in the top-hole section (17½") of the well. In the well of interest, the bit balling phenomenon was characterized by a significant drop in average ROP from 78.8ft/hr to 1.5ft/hr (with instantaneous ROP as low as 1ft/hr) and increase in standpipe pressure from 1,200psi to 1,350 psi. Mud logging data also indicated a transition in lithology from predominantly sand (Sand: 70%, Clay: 30%) to predominantly clay (Sand: 20%, Clay: 80%). A total rig time of about 16.5 hrs (NPT) was lost in tripping out of hole, breaking up and making up a new BHA and tripping in hole back to the bottom of the well. This corresponds to about $56,000 in costs incurred. As highlighted above, bit balling poses a threat to achieving desired cost savings through efficient drilling operations, hence it is necessary to put in place effective mitigation strategies both in the well planning and drilling phase to tackle its undesirable effects. This includes optimal bit selection and hydraulics, effective mud conditioning (addition of clay inhibition material – KCl polymer, glycol), proper hole cleaning practices, appropriate monitoring, and control of drilling parameters – ROP, flow rate and weight on bit (WOB) etc.
以尼日尔三角洲Bunmi-01井为例研究钻头包泥的原因、影响和缓解措施
钻井作业的典型特点是各种各样的作业挑战,从地面到地下问题。最常见的地下钻井问题包括钻杆卡钻、漏失、井眼失稳、钻头滚球、井眼清洗等。本文旨在以尼日尔三角洲Bunmi-01井为例,分析钻头包球的原因和影响,以及在井规划和钻井阶段可以采用的缓解策略。从Bunmi-01井收集的钻井数据分析表明,在3000英尺至6800英尺的深度范围内,钻头包泥更为突出,主要发生在井顶段(17.1 / 2英寸)。在该井中,钻头出现了包球现象,平均机械钻速从78.8ft/hr下降到1.5ft/hr(瞬时机械钻速低至1ft/hr),立管压力从1200 psi增加到1350 psi。录井数据还表明,岩性由砂岩为主(砂岩:70%,粘土:30%)向粘土为主(砂岩:20%,粘土:80%)转变。从起下钻、拆卸和组装新的BHA到起下钻回井底,总钻井时间约为16.5小时(NPT)。这相当于所需费用约56 000美元。如上所述,钻头包球对通过高效钻井作业实现预期的成本节约构成了威胁,因此有必要在井规划和钻井阶段实施有效的缓解策略,以解决其不良影响。这包括最佳的钻头选择和水力学,有效的泥浆调节(添加粘土抑制材料- KCl聚合物,乙二醇),适当的井眼清洁措施,适当的监测和控制钻井参数- ROP,流速和钻压(WOB)等。
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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