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A STUDY ON HYDRAULIC FRACTURE PROPAGATION BEHAVIOR IN NATURALLY FRACTURED CAVERNOUS CARBONATE RESERVOIRS

机译:天然裂缝性碳酸盐洞洞形储层中水力压裂扩展行为的研究

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In naturally fractured cavernous carbonates, hydraulic fracture propagation behavior is influenced by natural fractures and cavities; for example, fracture turning or generation of multiple fractures. In this paper, we studied the hydraulic fracturing propagation behavior of naturally fractured cavernous carbonates. Based on the governing equations of fluid/solid coupling in porous medium and the theory of damage mechanics, a finite-element computing model was developed to simulate hydraulic fracture propagation with the effect of natural fractures and cavities. Based on the model, extensive numerical simulations were conducted to investigate fracture propagation behavior. The results show that natural fractures, cavities, and hydraulic fractures change the orientation and magnitude of the horizontal principal stress. The change in the horizontal principal stress and the low residual tensile strength of natural fractures are the main reasons causing turning of the hydraulic fracture. Turning of the hydraulic fracture is determined not only by the intersection angle between the natural fracture and the maximum horizontal principal stress, residual tensile strength, and friction coefficient of natural fractures, but also by the length of the natural fractures, diameter of the cavities, and pump rate. Multiple hydraulic fractures may be generated when a hydraulic fracture enters into a cavity with multiple natural fractures connected to the cavity face. The hydraulic fracture width reduces after turning. The reduction extent depends on the intersection angle between the natural fractures and the maximum horizontal principal stress as well as the difference between the two horizontal principal stresses. The width of hydraulic fracture decreases sharply when the hydraulic fracture enters into a cavity. The downhole pressure increases when the hydraulic fracture meets a natural fracture or a fractured cavity and turns into the natural fracture.
机译:在天然裂缝性海绵状碳酸盐岩中,水力裂缝的传播行为受天然裂缝和空洞的影响。例如,断裂车削或产生多个断裂。在本文中,我们研究了天然裂缝性海绵状碳酸盐岩的水力压裂扩展行为。基于多孔介质中流固耦合的控制方程和损伤力学理论,建立了有限元计算模型来模拟水力裂缝在自然裂缝和空洞作用下的扩展。基于该模型,进行了广泛的数值模拟以研究裂缝的扩展行为。结果表明,自然裂缝,空洞和水力裂缝改变了水平主应力的方向和大小。水平主应力的变化和天然裂缝的残余拉伸强度低是造成水力裂缝转向的主要原因。水力压裂的转向不仅取决于自然压裂与最大水平主应力之间的交角,剩余抗拉强度和自然压裂的摩擦系数,还取决于自然压裂的长度,空腔的直径,和泵速。当水力压裂进入具有多个自然裂缝连接到型腔面的腔体时,可能会产生多个水力压裂。转向后水力压裂宽度减小。减小程度取决于自然裂缝与最大水平主应力之间的交角以及两个水平主应力之间的差。当水力压裂进入空腔时,水力压裂的宽度急剧减小。当水力压裂遇上自然裂缝或裂缝腔并变成自然裂缝时,井下压力会增加。

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