Zhang Xinsheng, Cao Yunxing, Wang Li, Xiaohui Guo
Institute of Resources & Environment, Henan Polytechnic University, Jiaozuo 454000, China.
Collaborative Innovation Center of Coalbed Methane and Shale Gas for Central Plains Economic Region, Henan Polytechnic University, Jiaozuo 454000, China.
ACS Omega. 2022 Jul 15;7(29):25003-25012. doi: 10.1021/acsomega.2c00451. eCollection 2022 Jul 26.
Hydraulic fracturing (HF) is an important technique for enhancing the permeability of petroleum and gas reservoirs. To understand the coupling response mechanism of fluid pressure and in situ stress during the expansion of hydraulic fractures-based on the theory of the fluid flow of seepage porous media and damage mechanics-a poromechanical model of hydraulic fracture propagation is proposed and the finite element method (FEM) numerical weak coupling calculation method of hydraulic fracturing is realized. First, the effect of the coupling stress field is described by introducing the β value of the amount of pore volume that varies, resulting from internal pressure per unit of fluid internal, and the coupling calculation method of the pore pressure-effective stress-element damage-pore pressure expansion coefficient is formulated. Second, based on the concept of damage localization, a calculation method for the hydraulic fracture opening equation is proposed, and then the element damage-hydraulic fracture opening-permeability tensor-pore pressure field calculation cycle is established. The model indicates four stages of fracture propagation: I, fracture nucleation, II, kinetic propagation, III, steady propagation, and IV, propagation termination. Finally, as an example, a numerical simulation of three-dimension hydraulic fracturing is performed. In comparison to previous research, the morphology of the fracture zone and the fluid pressure contour of the horizontal section are approximately ellipses, which verify the feasibility of the weak coupling calculation method; the fracture parameters verify its accuracy, which include the length, width, and fluid pressure.
水力压裂(HF)是提高油气储层渗透率的一项重要技术。为了基于渗流多孔介质的流体流动理论和损伤力学来理解水力裂缝扩展过程中流体压力与地应力的耦合响应机制,提出了一种水力裂缝扩展的孔隙力学模型,并实现了水力压裂的有限元法(FEM)数值弱耦合计算方法。首先,通过引入单位流体内部压力引起的孔隙体积变化量的β值来描述耦合应力场的影响,并推导了孔隙压力 - 有效应力 - 单元损伤 - 孔隙压力膨胀系数的耦合计算方法。其次,基于损伤局部化的概念,提出了水力裂缝张开方程的计算方法,进而建立了单元损伤 - 水力裂缝张开 - 渗透张量 - 孔隙压力场的计算循环。该模型表明裂缝扩展分为四个阶段:I,裂缝起核;II,动态扩展;III,稳定扩展;IV,扩展终止。最后,作为一个例子,进行了三维水力压裂的数值模拟。与先前的研究相比,裂缝带的形态和水平截面的流体压力等值线近似为椭圆形,这验证了弱耦合计算方法的可行性;裂缝参数(包括长度、宽度和流体压力)验证了其准确性。