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Micro-particle gel transport performance through unconsolidated sandstone and its blocking to water flow during conformance control treatments

机译:微粒在未固结砂岩中的传输性能及其在一致性控制处理过程中对水流的阻塞

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摘要

High-permeability streaks, fractures, conduits, and fracture-like features can expedite an undesirable water channeling and early water breakthrough during water flooding. Micro-preformed particle gel (PPG) is one of the commercial gels invented exclusively to plug such features to reduce excess water production and increase oil production. This paper reports the results of laboratory experiments that studied the PPG's injection and placement mechanism through unconsolidated sandstone cores. Extensive experiments were conducted to examine the effect of the sand permeability, PPG size, concentration, and water salinity on the PPG injection process, passing criteria, and plugging efficiency to water flow. A two foot sand pack model with four pressure taps was designed to monitor PPG transport and plugging performance. The results showed that the PPG propagated deep into the unconsolidated sandstone. Fully swollen gel particles had better injectivity than partially swollen particles with a larger diameter size; particle strength was more dominant in influencing particle movement than was particle size. The injection pressure increased as the PPG concentration, water salinity, and gel particle size increased. High gel particle injection pressure was measured in the front part of the unconsolidated sandstone as a result of gel particle retention. The retention was controllable by selecting proper gel particle strength, concentration, and size. PPG transport through unconsolidated sand exhibited four patterns of injection processes: low gel particle retention and pass; high gel particle retention and pass; high gel particle retention, breaking, and pass; and gel particle accumulation and plug. The micro-gel particle's blocking efficiency to water flow increased as the PPG strength, size, and concentration increased. The PPG placement mechanism, such as washout, was also found to considerably affect the water injection flow processes. The results of this laboratory experiment will aid in the selection of future conformance control candidates and also optimize the particle gel treatment design for large-scale field projects.
机译:高渗透性的条纹,裂缝,导管和类似裂缝的特征会加快注水过程中不希望有的导水和过早的水突破。微预制颗粒凝胶(PPG)是专门为堵塞此类功能而发明的商业凝胶之一,以减少多余的产水量并提高产油量。本文报告了实验室实验的结果,该实验研究了PPG通过未固结砂岩岩心的注入和沉积机理。进行了广泛的实验,以检验砂渗透性,PPG尺寸,浓度和水盐度对PPG注入过程,合格标准以及对水流的堵塞效率的影响。设计了带有四个压力龙头的两英尺沙包模型,以监控PPG的运输和堵塞性能。结果表明,PPG深入到未固结的砂岩中。完全溶胀的凝胶颗粒比直径较大的部分溶胀的颗粒具有更好的注射性。在影响颗粒运动方面,颗粒强度比颗粒大小更重要。注射压力随着PPG浓度,水盐度和凝胶粒径的增加而增加。由于凝胶颗粒的滞留,在未固结砂岩的前部测量到高的凝胶颗粒注入压力。通过选择合适的凝胶颗粒强度,浓度和大小可以控制保留时间。 PPG通过未固结砂土的传输呈现出四种注入过程模式:低的凝胶颗粒保留率和通过率;高的凝胶颗粒保留率和通过率;凝胶颗粒的保留,破碎和通过率高;和凝胶颗粒的堆积和堵塞。随着PPG强度,尺寸和浓度的增加,微凝胶颗粒对水的阻挡效率也随之提高。还发现PPG的放置机制(例如冲洗)会显着影响注水流程。该实验室实验的结果将有助于选择将来的一致性控制候选对象,并且还将为大型现场项目优化颗粒凝胶处理设计。

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