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Quantitative and Visual Analysis of Proppant Transport in Rough Fractures and Aperture Stability

机译:粗糙骨折和孔径稳定性的支撑剂运输的定量和视觉分析

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The consensus reached in the literature is that the roughness of fractures plays a crucial role on proppant transport affecting the aperture sustainability of hydraulic fractures.In this paper,an experimental scheme to visually and quantitatively investigate the hydraulic characteristics of rough fractures in the presence of proppants was presented.Rock samples of different kinds(i.e.,granite,marble,and limestone)were fractured under the Brazilian test and molded to manufacture 20x20 cm transparent replicas.Propping agents were injected in a similar fashion and were introduced into the well with fracking fluid at a constant rate.Two types of fracture models were used:(1)perfectly mating(joint)and(2)sheared fractures in polymeric solutions.During the experiments,the inlet pressure was continuously monitored to quantify the permeability changes due to proppant distribution caused by the roughness of fracture surfaces. Meanwhile,corresponding images were collected to trace the transport of proppants and their behavior was correlated to the measured permeability change.For a better visualization of proppants,the injected fluid was dyed with a fluorescent material. In both joint and shear type fractures,existing closure areas controlled the proppant movement and permeability change significantly.The fracture roughness controlled by the lithological properties of the rocks was a critical factor affecting the permeability and proppant transport.After quantifying the roughness characteristics through the variogram fractal dimension,relationship between fracture perme- ability in the presence of proppant and rock types were presented.Also provided was a semi-quantitative analysis of the stability(or settlement)of proppants during injection with respect to the roughness type (and lithology).The quantitative and visual data collected for a wide range of rock types with original roughness characteristics are expected to be useful in fracking design and selection of proper proppants for different reservoirs.
机译:文献中达成的共识是骨折的粗糙度对影响液压骨折的孔径可持续性的支撑剂运输起到至关重要的作用。本文在视觉上和定量地研究了支撑剂存在下粗糙骨折的水力特性的实验方案被介绍。在巴西试验中裂开不同种类的样本(即花岗岩,大理石和石灰石),并模塑制备20×20cm透明复制品。产品以类似的方式注入,并用压裂液引入孔中以恒定的速度。使用骨折模型的类型:(1)完美交配(接头)和(2)聚合物溶液中的剪切骨折。进行实验,连续监测入口压力以量化由于支撑剂分布而变化的渗透性变化由裂缝表面的粗糙引起的。同时,收集相应的图像以追踪支撑剂的运输及其行为与测量的渗透性变化相关。对于支撑剂的更好可视化,将注入的流体用荧光材料染色。在接头和剪切式裂缝中,现有的闭合区域控制支撑剂运动和渗透性显着变化。由岩石的岩性特性控制的骨折粗糙度是影响渗透性和支撑剂运输的关键因素。通过变形仪量化粗糙度特征的临界因素。提出了分形尺寸,提出了支撑剂和岩石类型存在的裂缝渗透率之间的关系。所提供的是对粗糙度(和岩性)注射期间的支撑剂的稳定性(或沉降)的半定量分析。预计采用具有原始粗糙度特性的广泛岩石类型收集的定量和视觉数据,可用于布置设计和针对不同水库的适当支撑剂的选择。

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