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INORGANIC SCALE FORMATION AND ITS INDUCED PERMEABILITY IMPAIRMENT DUE TO WATER INCOMPATIBILITY ISSUE DURING THE WATER INJECTION PROCESS

机译:注水过程中因水不相容性问题而引起的无机垢形成及其引起的渗透性损害

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Due to the different natures of formation and injection waters, especially in seawater injection cases, incompatibility may happen within the reservoir and cause supersaturation and precipitation of some salts. This precipitation may reduce the permeability of reservoir rock from the injector vicinity to far deep in the reservoir. This paper investigates a seawater injection project. First, the scale types and amounts due to different mixing ratios are studied employing commercial software. Then, dynamic injection of seawater into carbonate samples saturated with formation water is performed and the induced damages are analyzed. Finally, the types of scales formed within the core samples are analyzed by scanning electron microscopy and energy dispersive X-ray spectroscopy imaging. Dynamic conditions may change the behavior of scale formation and precipitation. Therefore, summation of the experimentally-observed scales and the software-predicted ones can lead us to scales happening in reality. The water incompatibility induced permeability damage ratio is characterized by an initial constant permeability period where no damage is induced. After that, it experiences a decrease that stabilizes around 2 pore volumes. The higher the permeability, the longer is the initial constant permeability period and the lower is the final induced permeability damage due to larger pore throats. The final stabilization time points to the situation where all of the core sample lengths have experienced maximum scale formation and precipitation. Overall, the high contrast of seawater and formation water raises the probability of scale formation especially of the sulfate type. Moreover, the extent of damage is much more important than the types of scales which should be investigated in each project.
机译:由于地层水和注入水的不同性质,尤其是在注入海水的情况下,储层内可能发生不相容性,并导致某些盐类过饱和和沉淀。这种降水可能会降低从注入器附近到储层深处的储层岩石的渗透性。本文研究了一个海水注入项目。首先,使用商业软件研究由于不同混合比引起的水垢类型和数量。然后,将海水动态注入饱和了地层水的碳酸盐样品中,并分析了造成的破坏。最后,通过扫描电子显微镜和能量色散X射线光谱成像分析了核心样品中形成的水​​垢类型。动态条件可能会改变水垢形成和沉淀的行为。因此,将实验观察到的标度与软件预测的标度相加可以使我们得出现实中发生的标度。水不相容性引起的渗透性破坏率的特征在于不引起破坏的初始恒定渗透性期。之后,它会下降,并稳定在2个孔左右。渗透率越高,由于恒定的孔喉,初始的恒定渗透期越长,最终引起的渗透率损害越小。最终稳定时间指向所有核心样本长度都经历了最大水垢形成和沉淀的情况。总的来说,海水和地层水的高对比度增加了水垢形成的可能性,尤其是硫酸盐类型。而且,损害程度比每个项目应调查的规模类型更为重要。

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