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Rate of CO_2 Attack on Hydrated Class H Well Cement under Geologic Sequestration Conditions

机译:地质封存条件下水化H类井水泥的CO_2侵蚀率

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Experiments were conducted to study the degradation of hardened cement paste due to exposure to CO_2 and brine under geologic sequestration conditions (T= 50℃ and 30.3 MPa). The goal was to determine the rate of reaction of hydrated cement exposed to supercritical CO_2 and to CO_2-saturated brine to assess the potential impact of degradation in existing wells on CO_2 storage integrity. Two different forms of chemical alteration were observed. The supercritical CO_2 alteration of cement was similar in process to cement in contact with atmospheric CO_2 (ordinary carbonation), while alteration of cement exposed to CO_2- saturated brine was typical of acid attack on cement. Extrapolation of the hydrated cement alteration rate measured for 1 year indicates a penetration depth range of 1.00 ± 0.07 mm for the CO_2-saturated brine and 1.68 ± 0.24 mmforthe supercritical CO_2 after 30 years. These penetration depths are consistent with observations of field samples from an enhanced oil recovery site after 30 years of exposure to CO_2Vsaturated brine under similar temperature and pressure conditions. These results suggest that significant degradation due to matrix diffusion of CO_2 in intact Class H neat hydrated cement is unlikely on time scales of decades.
机译:实验研究了在地质封存条件下(T = 50℃和30.3 MPa),暴露于CO_2和盐水引起的硬化水泥浆的降解。目的是确定暴露于超临界CO_2和CO_2饱和盐水中的水合水泥的反应速率,以评估现有井中降解对CO_2储藏完整性的潜在影响。观察到两种不同形式的化学变化。水泥的超临界CO_2改变过程类似于与大气CO_2接触的水泥(普通碳酸化),而暴露于CO_2饱和盐水中的水泥改变是酸侵蚀水泥的典型特征。外推1年后测得的水合水泥蚀变速率,表明30年后,CO_2饱和盐水的渗透深度范围为1.00±0.07 mm,超临界CO_2的渗透深度范围为1.68±0.24 mm。这些渗透深度与在相似温度和压力条件下暴露于CO_2V饱和盐水30年后,从提高采油量的现场采样的观察结果一致。这些结果表明,在几十年的时间范围内,由于CO_2在完整的H级纯净水合水泥中的基质扩散而导致的显着降解是不可能的。

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