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Hydraulic Fracturing Treatment Design Considerations for Effective Proppant Pillar Construction

机译:用于有效支撑柱施工的液压压裂处理设计考虑因素

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As an alternative to conventional proppant pack placement, propped pillar-fracturing promises more effective and conductive fractures that enable hydrocarbons to flow through open channels. Recent experimental and numerical studies confirmed that viscous fingering phenomena can be used to develop a proppant pillar-fracture type placement: High-viscosity, proppant-laden fluid can be placed, and then a low-viscosity clean fluid is pumped to carve pathways through the proppant-laden fluid in a dynamic, continuous process. However, the created channel pattern was found to be significantly dependent on fracture geometry and treatment design parameters such as injection rate, fluid pulsing time, and fluid viscosity ratio. The objective of this study is to extend the numerical investigation and normalize it to develop a treatment design methodology for constructing proppant pillars throughout the created fracture. A computational fluid dynamics (CFD) model was constructed using commercial CFD software, simulating the flow of fluids inside the fracture and the resulting proppant pillar generation. The study focused on the effects of surface injection rate (1 to 40 bpm/cluster), pulsing time (5 sec to 5 min), and viscosity ratio (from 2 to 20) between the two injected fluids to develop correlations between these parameters and the created fracture geometry. Based on numerical results, the viscosity ratio chosen to achieve the proppant pillars allows the use of conventional crosslinked fluid without a hindered settling agent. In these designs the settling of proppant into pillars can be made to occur after the end of the stimulation treatment. Controlled settling of proppant from a crosslinked proppant-laden slurry allows channel formation and creates wider propped fracture-width pillars as compared to current industry pillar-fracturing treatment techniques. The optimum channel pattern has small channel sizes, remains open under closure stress, creates more channels throughout the entire fracture area and maintains good communication between unpropped areas. A new dimensionless term, Dimensionless Stage Volume (V_(SD)), is presented to describe the channel pattern inside the fracture. Smaller V_(sd) numbers resulted in smaller and more distributed channels. Therefore, it is highly recommended to select and design a proppant pillar-fracture treatment to achieve the lowest V_(SD) possible and create the optimal channel pattern.
机译:作为一种替代传统的支撑剂充填层放置,撑起支柱压裂承诺更有效和导电性骨折,使烃穿过开放的通道流动。最近的实验和数值研究证实,粘性指现象可以被用于开发支撑剂柱断裂型放置:高粘度,携带支撑剂的流体可以被放置,然后低粘度清洁流体通过泵送至中分途径在动态携带支撑剂的流体,连续的过程。然而,所创建的信道模式被发现是显著取决于裂缝几何形状和治疗设计参数,例如注入速度,流体脉冲时间,和流体粘度比。这项研究的目的是延长数值研究和规范其发展对于整个所产生的裂缝构建支撑剂柱处理设计方法。计算流体动力学(CFD)模型是使用商业CFD软件构造,模拟流体的裂缝内和流所得到的支撑剂柱的产生。该研究集中于两个注入的流体之间的表面喷射率(1到40 BPM /簇),脉冲时间(5秒至5分钟),和粘度比(从2到20)的影响,以开发这些参数之间的相关性所产生的裂缝几何形状。基于计算结果,选择以实现所述支撑剂柱的粘度比允许使用常规交联流体的不受阻沉降剂。在这些设计中可以使刺激治疗结束后发生的支撑剂的沉降到支柱。从交联的携带支撑剂的浆料沉降来控制支撑剂的允许沟道形成并产生更宽的支撑裂缝宽度支柱相比,目前的工业柱状压裂处理技术来。最佳信道图案具有小通道尺寸,保持闭合应力下打开,在整个骨折区域产生更多的信道,并保持unpropped区域之间良好的通信。一种新的无量纲,无量纲阶段体积(V_(SD)),被呈现给描述裂缝内的通道图案。小V_(SD)数字产生更小更分散的渠道。因此,强烈建议选择和设计可能支撑剂柱状压裂处理实现最低V_(SD),并创建最优通道图案。

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