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裂缝性地层水力裂缝非平面延伸模拟
引用本文:赵金洲,任岚,胡永全,裴钰.裂缝性地层水力裂缝非平面延伸模拟[J].西南石油大学学报(自然科学版),2012(4):174-180.
作者姓名:赵金洲  任岚  胡永全  裴钰
作者单位:"油气藏地质及开发工程"国家重点实验室·西南石油大学;中国石油川庆钻探工程有限公司地质勘探开发研究院
基金项目:国家自然科学基金(51074138);国家科技重大专项(2011ZX05014);中央财政支持地方高校发展专项资金“石油与天然气工程国家一级学科”项目
摘    要:受天然裂缝作用影响,裂缝性地层的水力裂缝可能延伸为多分支、非平面的复杂裂缝体系,这与均质地层压裂产生的对称双翼平面裂缝具有巨大的差异。由于常规水力裂缝延伸模型无法用于模拟裂缝性地层中水力裂缝非平面延伸的裂缝形态和裂缝几何,为此,基于水力裂缝相交天然裂缝转向延伸路径的等效平面裂缝思想,建立了水力裂缝非平面转向延伸的数学模型,并推导了相应的数值求解方法。模拟计算表明,当水力裂缝沿天然裂缝转向延伸时,水力裂缝缝宽在延伸路径上表现为非连续分布,在转向延伸段突变减小,受缝宽减小节流效应影响,井底流体压力升高。影响因素分析表明,水平地应力差和逼近角越大,转向延伸段缝宽越小,对支撑剂输送限制越大;施工排量和压裂液黏度越高,包括转向延伸段在内,整个延伸裂缝段的缝宽越大,支撑剂在裂缝内的运移越容易,压裂施工风险越低。研究为认识裂缝性地层水力裂缝非平面延伸特征提供了思路和方法,为裂缝性地层压裂设计提供了理论依据,具有重要的理论价值和现实意义。

关 键 词:裂缝性地层  水力裂缝  非平面延伸  天然裂缝  水平地应力差  逼近角

Numerical Simulation on Non-planar Propagation of Hydraulic Fracture in Naturally Fractured Formations
Zhao Jinzhou,Ren Lan,Hu Yongquan,Pei Yu.Numerical Simulation on Non-planar Propagation of Hydraulic Fracture in Naturally Fractured Formations[J].Journal of Southwest Petroleum University(Seience & Technology Edition),2012(4):174-180.
Authors:Zhao Jinzhou  Ren Lan  Hu Yongquan  Pei Yu
Institution:1.State Key Laboratory of Oil-gas Reservoir Geology & Exploitation,Southwest Petroleum University,Chengdu,Sichuan 610500,China 2.Geological Exploration & Development Research Institute,Chuanqing Drilling Engineering Co.,Ltd,CNPC,Chengdu,Sichuan 610000,China
Abstract:Complex propagation system of multi-branched,non-planar fractures in naturally fractured formations commonly occurs due to the effect of natural fractures,which greatly differs from bi-wing,symmetric and planar fracture generated in the homogeneous formations.Therefore,the conventional hydraulic fracture extending model is no longer adaptable,and there’san urgent need to develop a new model to simulate the propagation pattern and geometry of induced fracture in naturally fractured formations when hydraulic fracture extends along natural fractures.Based on the equivalent planar fracture of propagation pathway of hydraulic fracture re-orientating along natural fractures,this paper established the mathematical model of hydraulic fracture non-planar re-orientation propagation and provided corresponding numerical solution.The calculation results show that the induced fracture width at re-orientation propagation section reduces apparently and the treating pressure increases when hydraulic fractureextendsalongnaturalfractures.Analysis of influence factors shows that the larger differential horizontal stress and approaching angles are,the more the fracture width at re-orientation propagation section reduces;the higher volumetric rate and fracturing fluid viscosity are,the larger the whole extension fracture width including re-orientation propagation section is.It is clear that differential horizontal stress and approaching angles are negative factors but volumetric rate and fracturing fluid viscosity are positive factors for that proppant transports along hydraulic induced fracture.For this purpose,raising volumetric rate and fracturing fluid viscosity can reduce fracturing risk in naturally fractured formations.This research in this paper realizes non-planar extending features of hydraulic fracture and offers a theoretical basis for fracturing design in naturally fractured formations.Therefore,it has importantly theoretical value and practical significance.
Keywords:naturally fractured formations  hydraulic fracture  non-planar propagation  natural fractures  differential horizontal stress  approaching angles
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