Experimental investigation of permeability reduction due to migration of non-swelling clay minerals

S. Ashoori, E. Safavi, J. Moghaddasi, Parvin Kolah-kaj
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Abstract

AbstractFormation damage is being reported during the secondary and tertiary stages of reservoir lifespan. One of the unpleasant sequences of formation damage caused by fine particles is permeability reduction due to pore plugging and bridging. The fine particles might exist initially in a porous medium, or be introduced by the external sources. In addition, there is a variety of particle types and sizes. The current research focuses on the effects of non-swelling clay minerals motions, such as the laminar ones found in Iranian sandstone reservoirs, on permeability. For this purpose, sand packs in a variety of glass bead sizes and containing aluminium oxide as fine particles were designed to scrutinize the motion of fine particles under various pressure differences, flow rates, and fine concentrations. It was concluded that for each of the three sand packs considered as the porous media in this study and composed of fine glass beads with different sizes, there is a critical flow rate which is a function of glass bead size. For the flow rates less than critical flow rate, bridges form stably and lead to the highest formation damage. After reaching the critical flow rate, the bridges weaken and then break; thereafter, relative permeability would be independent of flow rate. All in all, it was deduced that permeability reduction and formation damage are directly proportional to particle concentration, and inversely proportional to glass bead size. The reason for using solid glass spheres in this study is their flow ability, great strength, chemical stability, low thermal expansion.Keywords: Fine migration, Permeability reduction, Formation damage, Critical flow rate
非溶胀性粘土矿物运移降低渗透率的实验研究
摘要在储层生命周期的第二、第三阶段,对地层的损害是有报道的。细颗粒对地层造成的不利影响之一是由于孔隙堵塞和桥接导致的渗透率降低。细颗粒可能最初存在于多孔介质中,也可能是由外部源引入的。此外,还有多种颗粒类型和大小。目前的研究重点是非膨胀性粘土矿物运动对渗透率的影响,例如在伊朗砂岩储层中发现的层状粘土矿物。为此,设计了各种玻璃珠尺寸的砂包,并将氧化铝作为细颗粒,以仔细检查细颗粒在各种压差、流速和细颗粒浓度下的运动。可以得出结论,对于作为多孔介质的三种砂包,由不同粒径的细玻璃微珠组成,每种砂包都有一个临界流量,该流量是玻璃微珠粒径的函数。当流量小于临界流量时,桥体形成稳定,对地层的伤害最大。在达到临界流量后,桥梁先是变弱,然后断裂;此后,相对渗透率将与流量无关。综上所述,渗透率降低和地层损害与颗粒浓度成正比,与玻璃珠粒径成反比。本研究选用固体玻璃球的原因是其流动能力强、强度大、化学稳定性好、热膨胀小。关键词:精细运移;降低渗透率;地层损害
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