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Influence of CO_2 on rock physics properties in typical reservoir rock: A CO_2 flooding experiment of brine saturated sandstone in a CT-scanner

机译:CO_2对典型水库岩石岩体物理性质的影响:CT扫描仪中盐水饱和砂岩的CO_2泛洪试验

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Laboratory core flooding experiment was run to investigate the joint use of electrical resistivity, ultrasonic velocities and 3D images of fluid distribution to improve current understanding of CO_2 and brine behaviour during drainage and imbibition in reservoir rocks. The test specimen was cylindrical Rothbach sandstone measuring 100 mm in length and 38 mm in diameter, with a porosity of 23% and an average permeability of 400 mD. The brine saturated specimen was drained by injecting CO_2 and later imbibed with brine while monitoring changes in resistivity and ultrasonic velocity measurements. Actual fluid saturation level and distribution have been mapped simultaneously using X-ray CT scan. CO_2 saturation calculations based on CT values showed a steep saturation gradient at start of drainage and the gradient flattened with more CO_2 injected into the sample. The ultrasonic compressional velocity (Vp) measurements depicted a continuous decrease with increase in CO_2 saturation while the resistivity of the sample increased proportionally with increase in CO_2 saturation. A CO_2 saturation of 53% was achieved at the end of drainage after injection of 20 pore volume (PV) CO_2. This resulted in a decrease of Vp by 7.2% while the amplitude decreased by as much as 48%. At the end of drainage, the resistivity of the sample increased to 13.9 Ω-m from full brine saturated value of 3.2 Ω-m. During imbibition, the sample was re-saturated close to 100% after 10 PV brine injection. Change in Vp due to CO_2 saturation level variation was relatively consistent during drainage and imbibition (no hysteresis) where as the resistivity of the sample was more affected by the flooding history resulting in hysteretic variation in resistivity. Resistivity index (RI) values did not show a consistent pattern and a single Archie's saturation exponent (n) could not be assigned.
机译:运行实验室核心泛洪实验,研究了流体分布的电阻率,超声波速度和3D图像的联合使用,以改善储层岩石中的引流和吸气过程中对CO_2和盐水行为的目前的认识。试样为圆柱形Rothbach砂岩,长度为100mm,直径为38mm,孔隙率为23%,平均渗透率为400 md。通过注射CO_2和后来在盐水中吸收盐水饱和样品,同时监测电阻率和超声速度测量的变化。使用X射线CT扫描同时映射实际的流体饱和度和分布。基于CT值的CO_2饱和度计算在排水开始时显示出陡峭的饱和梯度,并且用更多CO_2注入样品的梯度扁平。超声波压缩速度(vp)测量值随着CO_2饱和的增加而显着降低,而样品的电阻率比CO_2饱和的增加增加。在注射20孔体积(PV)CO_2后,在引流结束时实现了53%的CO_2饱和度。这导致VP的降低为7.2%,而幅度降低多达48%。在排水结束时,样品的电阻率距全盐水饱和值3.2Ω-m的13.9Ω-m。在吸收过程中,在10pV盐水注入后,样品在10次光线注射后重新饱和至100%。由于CO_2饱和水平变化导致VP的变化相对一致地在排水期间和吸收(无滞后),随着样品的电阻率受到洪水历史的影响,导致电阻率的滞后变化。电阻率指数(RI)值未显示一致的模式,无法分配单个ARCHIE的饱和指数(n)。

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