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Fracture Propagation,Fluid Flow,and Geomechanics of Water-Based Hydraulic Fracturing in Shale Gas Systems and Electromagnetic Geophysical Monitoring of Fluid Migration

机译:裂缝繁殖,流体流动和水基水力压裂在页岩气系统中的液压压裂和电磁地球物理监测流体迁移

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We investigate fracture propagation induced by hydraulic fracturing with water-injection,using numerical simulation.For full 3D rigorous modeling,we employ a numerical method that can model failure due to tensile and shear stresses,dynamic nonlinear permeability,the dual continuum approach,leak-off in all directions,and thermo-poro-mechanical effects.From the numerical results,fracture propagation is not the same as propagation of the water front,because fracturing is governed by geomechanics,whereas water saturation is determined by fluid flow.At early times,the water saturation front is almost identical to the fracture tip,showing that the fracture is mostly filled with injected water.However,at late times,advance of the water front is retarded,compared to the fracture propagation,yielding a significant gap between the water front and the fracture top,which is filled with reservoir gas.We also find considerable leak-off of water to the reservoir.The inconsistency between the fracture volume and the volume of injected water cannot properly estimate the fracture length,when it is estimated based on the simple assumption that the fracture is fully saturated with injected water.As an example of flow- geomechanical responses,we identify pressure fluctuation under constant water injection,because hydraulic fracturing is itself a set of many failure processes,in which pressure drops every time when failure occurs.The fluctuation decreases as the fracture length grows. We also study application of electromagnetic(EM)geophysical methods,because the EM geophysical methods are highly sensitive to changes in porosity and pore-fluid properties,such as water injection into gas reservoirs.We employ a 3D finite- element EM geophysical simulator and evaluate the sensitivity of the crosswell EM method for monitoring fluid movements in shaly reservoirs.For the sensitivity evaluation,reservoir models are generated through the coupled flow-geomechanical simulator and are transformed via a rock physics model into electrical conductivity models.It is shown that anomalous conductivity distribution in the resulting models is closely related with injected water saturation but little with newly-created unsaturated fractures.The numerical modeling experiments demonstrate that the crosswell EM method can be highly sensitive to conductivity changes that directly indicate the migration pathways of the injected fluid.Accordingly,the EM method can serve as an effective monitoring tool for distribution of injected water(i.e.migration pathways)during hydraulic fracturing operations.
机译:我们调查用注射注水的液压压裂诱导的骨折传播,使用数值模拟。对于完整的3D严格建模,我们采用了一种数值方法,可以通过拉伸和剪切应力,动态非线性渗透率,双连续方法,泄漏来模拟失效的数值方法。在所有方向上,以及热陀机械效应。从数值结果中,断裂传播与水锋的传播不同,因为压裂由地质力学控制,而水饱和度由流体流动确定,水饱和前沿与骨折尖端几乎相同,表明骨折大多数填充有注入的水。然而,与骨折传播相比,在延迟时,延长水位的前进延迟,产生了显着差距水面和骨折顶部,填充储存器气体。我们也发现水库的相当大的水泄漏。骨折之间的不一致当基于骨折与注入的水完全饱和时估计估计时,注射水的体积不能正确估计裂缝长度。气体机械反应的一个例子,我们识别恒定注水下的压力波动,因为水力压裂本身是一组许多故障过程,因为在发生故障时每次都会下降。随着裂缝长度的增长,波动降低。我们还研究了电磁(EM)地球物理方法的应用,因为EM地球物理方法对孔隙率和孔隙流体性能的变化非常敏感,例如注水到气体储层。我们采用3D有限元EM地球物理模拟器并评估Crosswell EM方法的灵敏度在雪地储层中监测流体运动。对于灵敏度评估,通过耦合流动地理模拟器产生储层模型,并通过岩体物理模型转换成导电模型。显示出异常电导率由此产生的模型中的分布与注入的水饱和度密切相关,但是具有新产生的不饱和骨折几乎没有。数值建模实验表明,Crosswell EM方法对电导率变化非常敏感,直接指示注入的流体的迁移途径。 ,EM方法可以作为一种有效的理智用于分布液压压裂操作期间注入水(即途径)的口腔工具。

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