Study on fracture morphology of hydraulic fracturing in heterogeneous elastoplastic coal
邱宇超梁卫国李静贺伟
QIU Yuchao,LIANG Weiguo,LI Jing,HE Wei
太原理工大学 矿业工程学院太原理工大学 原位改性采矿教育部重点实验室
常规储层煤层气开采,主要使用水力压裂的方法对煤体进行增渗改造,准确模拟弹塑性煤 体在水力压裂后的缝网形态,可为施工工艺的改进和储层开采价值的评估提供参考。 有限离散元 方法(FDEM)是一种模拟弹塑性材料内部裂纹扩展形态的有效方法,为获得模拟所用本构模型中 基于 B-K 准则的混合断裂能,对煤进行了变预制裂缝倾角的半圆盘三点弯曲( SCB) 试验;提出一 种使用环氧树脂包裹煤样的立方体试件进行水力压裂研究的试验方法,还原原位状态下水力裂缝 的扩展过程,验证数值模拟方法的准确性。 考虑到天然状态下煤储层的非均质性,引入统计学中 的 Weibull 概率分布,将密度函数中的形状参数 m 定义为非均质度系数,按照 Weibull 分布对数值 模型中的黏聚型单元的强度和断裂能进行随机赋值,模拟不同非均质程度煤储层在水力压裂作业 中的裂缝扩展形态,并充分考虑了裂隙流从 Darcy 流向 Poiseuille 流的逐渐转化。 结果表明:1 有 限离散元法适用于模拟弹塑性煤体中水力裂缝的扩展,以二次名义应力准则为裂纹的起裂判据,以 B-K 混合断裂能准则为裂纹的延伸判据,可准确模拟复杂应力状态下水力裂缝的扩展形态。 2 单 簇射孔情况下,非均质度系数 m=2~5 的煤层中,水力压裂模拟得到的注液压力-时程曲线呈现出 明显的压力峰,符合实际工程中的注液压力曲线。 3 非均质度系数 m = 1.5 ~ 5.0 的煤层中,水力裂 缝的扩展会出现分叉和偏转现象,非均质度系数过低(m<1.5)的煤层只会形成单条的长直裂缝,过 高(m>5)的煤层会形成对称的双翼曲线裂缝,其中 m = 2 的煤层在水力压裂后形成的裂缝形态最 为复杂。
Conventional reservoir CBM mining,which mainly uses hydraulic fracturing to modify the coal body for seepage enhancement,accurately simulates the seam network morphology of the elastoplastic coal body after hydraulic fracturing,which can provide a reference for construction process improvement and reservoir recovery value assessment. The finite discrete element method (FDEM) is an effective method to simulate the internal crack extension morphology of elastoplastic materials. To obtain the mixed fracture energy based on the B-K criterion in the intrinsic model used for the simulation,a semicircular bending (SCB) test with variable prefabricated fracture inclination was performed on the coal;a test method for hydraulic fracture studies using a cubic specimen of epoxycoated coal samples is proposed to restore the insitu The test method is proposed to restore the expansion process of hydraulic fracture in the insitu condition to verify the accuracy of the numerical simulation method. Considering the nonhomogeneity of coal reservoirs in the natural state,the Weibull probability distribution in statistics is introduced,the shape parameter m in the density function is defined as the nonhomogeneity coefficient,and the strength and fracture energy of the cohesive type units in the numerical model are randomly assigned according to the Weibull distribution to simulate the fracture expansion patterns of coal reservoirs with different nonhomogeneity degrees in hydraulic fracturing operations,and fully consider the gradual transformation of fracture flow from Darcy flow to Poiseuille flow. The results show that:① the finite discrete element method is suitable for modelling the extension of hydraulic fractures in elastoplastic coals,using the quadratic nominal stress criterion as the crack initiation criterion and the BK mixed fracture energy criterion as the crack extension criterion,which can accurately simulate the extension morphology of hydraulic fractures under complex stress states. ② In the case of a single cluster of injection holes,the hydraulic fracturing simulated fluid injection in coal seams with nonhomogeneity coefficients m of 2-5 .③ In coal seams with nonhomogeneity factor m of 1.5-5.0,the hydraulic fracture extension will show bifurcation and deflection,and coal seams with nonhomogeneity factor too low (m<1.5) will only form a single long straight fracture,while coal seams with too high (m>5) will form a symmetrical biplane curved fractures,with coal seams with m=2 forming the most complex fracture pattern after hydraulic fracturing.
复杂缝网煤层气水力压裂非均质性黏聚型裂纹有限离散元
fracture morphology;hydraulic fracturing;non homogeneity;finite discrete elements;cohesive fractures;coalbed methane
主办单位:煤炭科学研究总院有限公司 中国煤炭学会学术期刊工作委员会