Hard Backreaming Due to Hole Shrinkage Through Carbonate Reservoir in Offshore Abu Dhabi

K. Tsusaka, Tatsuya Fuji, M. Toma, K. Fukuda, M. Shaver, D. P. Yudhia, Hiroyasu Ogasawara, S. A. Al Ali, T. Toki, Erwan Couzigou, H. Matsubuchi
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Abstract

The 3,000 ft long lateral holes drilled through water-injected area in the carbonate reservoir in the offshore Abu Dhabi have been forced to implement hard backreaming. The abnormal extra operational time has been taken due to poor performance in the operation to pull out a bottomhole assembly after drilling to the total depth. The study aims to analyze root-causes of the hard backreaming through the carbonate reservoir in the studied field. The speed of tripping-out was analyzed every stand of drill pipe by using time domain data of movement of traveling block. The correlations between the speed of tripping-out and rock characteristics such as porosity and constituent minerals in rocks were investigated. Hole shape was analyzed in the representative intervals of low trip-out speed using 16-sector caliper derived from azimuthal density logging. Stress concentration around the borehole wall was also analyzed using geomechanical model. The investigation revealed that hole shrinkage due to plastic deformation of the borehole wall was the most possible root-cause of the hard backreaming in the carbonate reservoir. Namely, BHA had to ream up deformed borehole wall in tripping-out. From the viewpoint of rock characteristics, the speed of tripping-out was found to be lower in the specific geologic layers with higher content of dolomite. This is because dolomite rocks cause larger resistance in reaming it in tripping-out since the strength of dolomite rocks is larger than that of limestone. Based on our findings, use of reamers on bit is found to be the better solution to improve the tripping-out performance in the problematic geologic layers instead of conventional operational attempts such as spotting of acid and use of high viscous fluids in hole cleaning. In addition, optimization of the design and position of reamers and stabilizers is essential to succeed in the future 10,000 ft long extended-reach wells in the studied oil field.
阿布扎比海域碳酸盐岩储层井眼收缩导致的硬回扩
在阿布扎比海上的碳酸盐岩储层注水区域钻出了3000英尺长的横向井眼,该井不得不实施硬回扩孔。钻井至总深度后,由于作业性能不佳,需要额外的作业时间来拉出井底钻具组合。本研究旨在分析研究区碳酸盐岩储层硬反扩的根本原因。利用行块运动的时域数据,分析了钻杆各支点的起下钻速度。研究了起钻速度与岩石孔隙度和组成矿物等岩石特征之间的关系。采用方位角密度测井的16扇形井径仪,对低起下钻速度代表性井段的井眼形状进行了分析。利用地质力学模型分析了井壁周围的应力集中情况。研究表明,井壁塑性变形引起的井眼收缩是碳酸盐岩储层硬扩眼最可能的根本原因。也就是说,井下钻具组合必须在起下钻过程中对变形的井壁进行扩眼。从岩石特征上看,在白云岩含量较高的特定地质层中,脱扣速度较慢。这是因为白云岩的强度比石灰岩大,在起钻过程中,白云岩的扩孔阻力更大。根据我们的研究结果,在有问题的地质层中,使用扩眼器是提高起下钻性能的更好解决方案,而不是常规的操作尝试,如在井眼清洗中滴酸和使用高粘性流体。此外,优化扩眼器和稳定器的设计和位置对于该油田未来10000英尺长大位移井的成功开发至关重要。
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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