基于简单颗粒膨胀模型的井固井早期水化渗透率微结构参数估算

S. Ridha, S. Irawan, B. Ariwahjoedi
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引用次数: 4

摘要

水泥驱入井筒后,其相互连通的孔隙有助于流体运移。由于其基于密度的原理,使用目前的声学和声学方法无法准确评估。在高温高压条件下,采用阻抗技术对其孔隙进行表征。提出了一种简单的颗粒膨胀模型来求解先前遇到的不凝水泥的微观结构参数(孔隙表面和体积)。通过比较水泥在(我们的模型)设置之前和(测量)设置之后的趋势线,验证了所提出的模型。结果用Katz-Thompson方程来估计其渗透率。渗透率计算结果与实测数据相当。
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Microstructure parameter estimation in permeability calculation of well cement during early hydration by a simple particle expansion model
The inter-connected pores of cement after displaced into wellbore is believed to contribute for fluids migration. It cannot be accurately evaluated using the present sonic and acoustic methods due to its density based principles. Impedance technique is applied at elevated temperature and pressure for its pores characterization. A simple particle expansion model is proposed to solve the microstructural parameters (surface and volume of pores) in the unsetting cement that was previously encountered. The proposed model is validated by comparing the trend lines of cement prior to (our model) and after (measurement) setting. The results are employed in the Katz-Thompson equation for estimating its permeability. A comparable result of permeability calculation to the measured data is fairly observed.
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