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Study on the Propagation Laws of Hydrofractures Meeting a Faulted Structure in the Coal Seam

机译:煤层裂隙结构中水力裂缝的扩展规律研究

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Hydraulic fracturing is an important technique for increasing coal seam permeability and productivity of CBM (coalbed methane). As a common type of faulted structure in the coal seam, the fault has a direct impact on the direction and scope of hydrofracture propagation, weakening fracturing effects. To study the propagation laws of a hydrofracture meeting a fault in the coal seam, based on a two-dimensional model of a hydrofracture meeting a fault, the combined elastic mechanics and fracture mechanics, the propagation mode, critical internal water pressure, and influencing factors were analyzed. A numerical simulation on the propagation laws of hydrofracture meeting a fault was conducted by using the coupling system of flow and solid in the rock failure process analysis (RFPA2D-Flow). The results show that the horizontal crustal stress difference, the intersection angle between hydrofracture and fault plane, and the physical mechanics characteristics of coal-rock bed are the main factors influencing fracture propagation. With a decrease of horizontal crustal stress differences, intersection angle and an increase of roof elasticity modulus, it is easier for the footwall hydrofracture to enter the hanging wall along the bedding plane, forming an effective fracture. When the stress difference is large and the dip angle of fault plane surpasses 45°, the hydrofracture is easy to propagate towards the coal roof and floor by going through the fault plane. At this time, the coal seams of the footwall and the hanging wall should be fractured respectively to ensure fracturing effects, and the support of the roof and floor should be strengthened. The field experiment, theoretical analysis and numerical simulation were consistent in their results, which will contribute to the optimization of hydraulic fracturing and the prediction of hydrofracture in the coal seams containing faults.
机译:水力压裂是提高煤层渗透率和提高煤层气产量的一项重要技术。断层是煤层中一种常见的断层构造,对水力压裂扩展方向和范围有直接影响,削弱了压裂效果。为了研究煤层中遇到断层的水力裂缝的扩展规律,基于遇到断层的水力裂缝的二维模型,弹性力学和断裂力学的结合,传播方式,临界内部水压及影响因素被分析。在岩石破坏过程分析(RFPA2D-Flow)中,利用流固耦合系统进行了断层破裂过程的数值模拟。结果表明,地壳水平应力差异,水力裂缝与断层平面的交角以及煤岩床的物理力学特性是影响裂缝扩展的主要因素。随着地壳水平应力差的减小,相交角的减小和顶板弹性模量的增加,下盘水裂缝易于沿着层理面进入悬壁,形成有效裂缝。当应力差较大且断层倾角超过45°时,水力压裂易于通过断层向煤顶和底板传播。此时,应分别裂开下盘壁和上盘壁的煤层,以确保压裂效果,并应加强顶板和底板的支撑。现场实验,理论分析和数值模拟结果吻合,将有助于优化水力压裂和预测含断层煤层的水力压裂。

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