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首页> 外文期刊>The Journal of Canadian Petroleum Technology >Laboratory Investigation of Effective Stresses' Influence on Petrophysical Properties of Sandstone Reservoirs During Depletion
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Laboratory Investigation of Effective Stresses' Influence on Petrophysical Properties of Sandstone Reservoirs During Depletion

机译:枯竭过程中有效应力对砂岩储层岩石物理性质影响的室内研究

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An increase in effective stresses takes place in reservoirs as a consequence of fluid production, a well-known phenomenon in both shallow and deep reservoirs. It may seem reasonable to assume that permeability and porosity decrease as pore pressure declines, since both effective radial and axial stresses become intensified during reservoir depletion. However, laboratory results show that this is not always the case. Porosity certainly decreases as a result of the compaction process, which allows the breakage of grain-to-grain cement bonds. Grain particles will become more compacted as both lateral and axial effective stresses increase. On the other hand, permeability shows no definite trend.rnIn this paper, a series of delicate experimental procedures were conducted to reveal some of the most intriguing phenomena in pore collapse and their impact on permeability. Sandstone samples were tested using a triaxial set-up. Based on the experimental results of this study, in weak reservoir formations, pore collapse does not occur suddenly. Rather, rocks gradually compact as grain-to-grain cement bonds break down. It was found that permeability indeed changes as effective stresses increase. However, the pathway to permeability was found to be much more complex than previously stipulated. It was discovered that enhancement or damage to permeability is not a function of pore collapse alone. Other factors, such as stress path, initial porosity, particle size, particle shape and particle distribution play a major role in determining what type of alteration in permeability occurs and to what magnitude that alteration would be.
机译:由于流体的产生,储层中的有效应力增加,这在浅层和深层储层中都是众所周知的现象。假设渗透率和孔隙率随孔隙压力下降而降低似乎是合理的,因为在储层枯竭过程中,有效的径向和轴向应力都会增大。但是,实验室结果表明并非总是如此。压实过程的结果肯定是孔隙率降低,这会破坏颗粒与水泥的粘结。随着横向和轴向有效应力的增加,颗粒将变得更加紧密。另一方面,渗透率没有确定的趋势。本文通过一系列精细的实验程序揭示了孔隙塌陷中一些最有趣的现象及其对渗透率的影响。使用三轴装置测试砂岩样品。根据这项研究的实验结果,在弱储层中,不会突然发生孔隙塌陷。相反,随着谷物与谷物的水泥键断裂,岩石逐渐致密。已经发现,渗透率的确随着有效应力的增加而变化。但是,发现通透性的途径比以前规定的要复杂得多。已经发现,对渗透率的增强或破坏不是单独的孔塌陷的函数。其他因素,例如应力路径,初始孔隙率,粒度,颗粒形状和颗粒分布,在决定发生何种类型的渗透率变化以及变化幅度将起主要作用。

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