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Anlysis, Interpretation, and Design of Inter-Well Tracer Tests in Naturally Fractured Reservoirs

机译:天然裂缝性油藏井间示踪剂测试的分析,解释和设计

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In order to understand the complex fracture network that controls water movement in a developed area within Spraberry Trend in West Texas and to better manage the on-going waterflood performance, a field scale inter-well tracer test was implemented. This test presents the largest inter-well tracer test in naturally fractured reservoir reported in the industry and includes the injection of 13 different tracers and sampling of 110 producers in an area covering 6533 acres. This inter-well tracer test generated a total of 598 tracer responses from 52 out of the 110 sampled producers. Tracer responses showed a wide range of velocities from 14 ft/day to ultra-high velocities exceeding 10,000 ft/day with same-day tracer breakthrough. Re-injection of produced water has caused the tracers to be re-injected and added an additional challenge to diagnose and distinguish tracer responses affected by water recycling. This paper investigated analytical, numerical, and inversion modeling approaches in order to categorize, history match, and connect tracer responses with water-cut responses with the objective to construct multiple fracture realizations based entirely on water-cut and tracers' profiles. In addition, the research highlighted best practices in the design of inter-well tracer tests in naturally fractured reservoirs through lessons learned from this test. Results indicated that tracer responses could be categorized based on statistical analysis of tracer recoveries with each category showing distinguishing behavior in tracers' movement and breakthrough time. In addition, it showed that tracer and water-cut responses in the lease are dominantly controlled by the fracture system revealing minimum information about the matrix system. Numerical simulation studies showed limitations in dual porosity formulation/solvers to model tracer velocities exceeding 2200 ft/day. Inversion modeling using Gradzone Analysis showed that east and north-west of the developed area have significantly lower pore volume compared to south-west.
机译:为了了解控制德克萨斯州Spraberry Trend发达地区内水流的复杂裂缝网络,并更好地管理正在进行的注水性能,我们进行了现场规模的井间示踪剂测试。该测试是业内报道的天然裂缝储层中最大的井间示踪剂测试,包括注入13种不同的示踪剂并在占地6533英亩的区域中对110个生产者进行采样。井间示踪剂测试从110个采样的生产者中有52个产生了598个示踪剂响应。示踪剂响应显示出范围广泛的速度,从14英尺/天到超过10,000英尺/天的超高速,并在当日示踪剂突破。重新注入采出水已导致示踪剂被重新注入,并增加了诊断和区分受水循环影响的示踪剂响应的额外挑战。本文研究了分析,数值和反演建模方法,以进行分类,历史匹配以及将示踪剂响应与含水响应联系起来,目的是完全基于含水率和示踪剂剖面构造多个裂缝实现。此外,该研究通过从该测试中汲取的经验教训,重点介绍了天然裂缝储层井间示踪剂测试设计的最佳实践。结果表明,根据对示踪剂回收率的统计分析,可以对示踪剂响应进行分类,每个类别都显示出示踪剂运动和突破时间的不同行为。此外,它表明,租赁中的示踪剂和含水响应主要受裂缝系统控制,揭示了有关基质系统的最少信息。数值模拟研究表明,双重孔隙度配方/求解器在模拟示踪剂速度超过2200 ft / day时存在局限性。使用Gradzone分析进行的反演模型显示,与西南地区相比,发达地区的东部和西北部的孔隙体积要低得多。

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