Kinetic Models of Integrated Solidification and Cementation of Cement- formation Interface with New Method

J. Gu, P. Zhong, Wenzhen Qin, Haoyang Liu, Lifei Dong, Yijun Yang
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引用次数: 3

Abstract

The isolation failure of cement-formation interface is an important and urgent problem in oil production, while an effective way to solve it is to realize the integrated solidification and cementation of cement-formation interface (ISC- CFI). In order to study the kinetics of ISCCFI with MTA (Mud Cake to Agglomerated Cake) method, the Diamond Dif- ferential Scanning Calorimetry Analyzer is adopted for experiments with dynamic method and isothermal method. The results show that there is a linear relationship between the solidification reaction temperature and the heating rate of ISC- CFI with MTA method. For the first exothermic peak, the initial temperature, peak tip temperature and final tem- perature are 53 °C, 69 °C and 83 °C respectively, and the apparent activation energy of solidification reaction is 44.39×10 -3 kJ·mol -1 , the natural logarithm of preexponential factor is 7.26, the solidification reaction order is 0.88. For the second exothermic peak, the initial temperature, peak tip temperature and final temperature are 83 °C, 92 °C and 114 °C respectively, and the apparent activation energy of solidification reaction is 99.14×10 -3 kJ·mol -1 , the natural logarithm of preexponential factor is 24.77, the solidification reaction order is 0.94. The maximum solidification reac- tion rates at 50 °C, 75 °C and 90 °C are 0.09×10 -3 s -1 , 0.27×10 -3 s -1 and 0.51×10 -3 s -1 respectively. The kinetic models of ISCCFI with MTA method under different temperatures are established. It provides a theoretical and technical support for the isolation improvement of cement-formation interface.
基于新方法的水泥地层界面固化与胶结动力学模型
水灰-地层界面隔离失效是石油生产中一个重要而紧迫的问题,而解决这一问题的有效途径是实现水灰-地层界面(ISC- CFI)的一体化固化与固井。为了用MTA (Mud Cake to Agglomerated Cake)方法研究ISCCFI的动力学,采用金刚石差示扫描量热分析仪进行了动态法和等温法实验。结果表明,MTA法测定的凝固反应温度与升温速率之间存在线性关系。第一个放热峰的起始温度、峰尖温度和终温度分别为53℃、69℃和83℃,凝固反应的表观活化能为44.39×10 -3 kJ·mol -1,指前因子的自然对数为7.26,凝固反应阶数为0.88。第二个放热峰的起始温度、峰尖温度和终温度分别为83℃、92℃和114℃,凝固反应的表观活化能为99.14×10 -3 kJ·mol -1,指前因子的自然对数为24.77,凝固反应阶数为0.94。在50℃、75℃和90℃时的最大凝固反应速率分别为0.09×10 -3 s -1、0.27×10 -3 s -1和0.51×10 -3 s -1。用MTA法建立了不同温度下ISCCFI的动力学模型。为提高水泥-地层界面的隔离性提供了理论和技术支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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