非常规天然气

单相水流阶段煤储层动水孔隙度变化规律

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  • 1.中国矿业大学地球科学与测绘工程学院,北京 100083;2.河南理工大学能源科学与工程学院,河南 焦作 454000;
    3.中原经济区煤层(页岩)气协同创新中心,河南 焦作 454000
张崇崇(1989-),男,河南焦作人,博士研究生,主要从事瓦斯地质与煤层气勘探开发研究. E-mail:zc198904@126.com.

收稿日期: 2014-05-20

  修回日期: 2014-07-29

  网络出版日期: 2015-01-10

基金资助

国家科技重大专项课题(编号:2011ZX05034-00;2011ZX05042-03);河南理工大学杰出青年基金项目(编号:J2013-03)联合资助.

The Changing Laws of Dynamic Water Porosity about the Coal Reservoir in Single Phase Flow Stage

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  • 1.College of Geo-science and Surveying Engineering,China University of Mining & Technology,Beijing 100083,China;
    2.School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo 454000,China;
    3.Central Plains Economic Zone coal bed Methane and Shale Gas Collaborative Innovation Center,
    Henan Polytechnic University,Jiaozuo 454000,China

Received date: 2014-05-20

  Revised date: 2014-07-29

  Online published: 2015-01-10

摘要

查明煤层气井排采过程中动水孔隙度的变化规律能为产水量准确预测、排采工作制度合理制定提供依据。借助复变函数理论和弹塑性力学理论,构建了原始状态不同裂隙展布下储层应力分布的数理模型|结合损伤理论、有效应力原理以及结构变形理论,构建了排采过程中应力与结构的损伤动态演化模型|基于水运移平衡条件以及储层孔裂隙展布规律,耦合应力、结构变形损伤作用,构建了单相水流阶段动水孔隙度的数理模型。以沁水盆地樊庄区块为例,计算得出:当裂隙宽度为0.1μm左右时,裂隙周围应力、结构损伤加剧,相关研究佐证了这一结论。随着排采的进行,储层压力的降低,动水孔隙度呈指数形式减小并最终趋于稳定。随孔隙度的增大呈线性增大|随尺寸较小的裂隙比例增大呈线性降低。

本文引用格式

张崇崇,王延斌,倪小明,王向浩 . 单相水流阶段煤储层动水孔隙度变化规律[J]. 天然气地球科学, 2015 , 26(1) : 154 -159 . DOI: 10.11764/j.issn.1672-1926.2015.01.0154

Abstract

Finding out the changing laws of dynamic water porosity can provide the theory base for predicting the water production and making drainage working flow in drainage stage of coal bed methane wells.According to the theory of complex variable functions,elastic and plastic mechanics,the mathematical model about reservoir fracture stress distribution was established in original state under different fracture distribution.According to the damage theory,principle of effective stress,and the structural deformation theory,the stress and damage evolution model was established during the dynamic changes of production process.According to water migration equilibrium conditions and the pore and fracture distribution,coupled with the effect of the stress and deformation of the structure,the mathematical model of dynamic water porosity was established.Taking Fanzhuang block of Qinshui Basin as a calculating example,the results show that:the critical width of the crack is 0.1μm according to the changing values of the stress and structural damage,and it can be testified by related research results.The reservoir water porosity is reduced exponentially and tends to be stable finally in the drainage process.It increases linearly with the increase of porosity,reduces linearly with the increase in smaller crack ratio.

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