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Prediction of Long-Term Proppant Flowback in Weak Rocks

机译:弱岩石中长期支撑剂回流的预测

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Proppant flowback is an extremely important phenomenon in hydraulic fracturing technology and may cause severe problems for well completion. Various models have been developed to predict the onset of proppant flowback but the physics of the phenomenon has still to be understood to predict the amount of proppant flowback during the life of a well. In particular, determining whether the proppant flowback will stop after a few days of production or will continue at a given rate during the well's life is a key issue when selecting an appropriate completion method. The development of a model allowing a quantitative prediction of this process is therefore a very vital task. In this paper we present a quantitative model to predict proppant flowback. The model is based on treating both the proppant pack and the reservoir as poroelastoplastic media. It allows for solid production from the proppant pack but also from the formation itself in case the fracture was created in a very weak reservoir formation. According to this model, the fluid and rock skeleton are considered as two interpenetrating continua. The Mohr- Coulomb yield criterion with the non-associated plasticity rule written in terms of the Terzaghi effective stress is used to describe the flow of a solid matrix connected with the pore pressure gradient. The influence of proppant properties, rock properties, in-situ stress, fracture width, and flow rate on proppant flowback is studied to determine the controlling parameters. It is shown that when a severe proppant flowback problem occurs, the closure stress around the wellbore is significantly altered. In some cases, the fracture width at the wellbore is decreased leading to the cessation of solid production, while in others continuous production is maintained. It is shown that the selection of proppant properties is an efficient way to control flowback, but obviously the requirement in terms of strength depends on the downhole conditions.
机译:支撑剂回流是水力压裂技术中极为重要的现象,可能对完井造成严重问题。已经开发了各种模型来预测支撑剂回流的发生,但是仍需要了解该现象的物理性质以预测井的寿命期间支撑剂回流的量。特别是,在选择合适的完井方法时,确定支撑剂的回流是在生产几天后停止还是在井的使用寿命内以给定的速率继续进行是一个关键问题。因此,开发一种允许对该过程进行定量预测的模型非常重要。在本文中,我们提出了一种预测支撑剂回流的定量模型。该模型基于将支撑剂充填层和储层都视为孔隙弹塑性介质。如果裂缝是在非常薄弱的​​储层中形成的,它可以从支撑剂包中生产固体,也可以从地层本身生产。根据该模型,流体和岩石骨架被认为是两个相互贯穿的连续体。莫尔-库仑屈服准则以及根据Terzaghi有效应力编写的非关联可塑性规则用于描述与孔隙压力梯度相关的固体基质的流动。研究了支撑剂特性,岩石特性,地应力,裂缝宽度和流速对支撑剂返排的影响,以确定控制参数。结果表明,当发生严重的支撑剂回流问题时,井眼周围的封闭应力将发生明显变化。在某些情况下,井眼处的裂缝宽度减小,导致停止生产,而在其他情况下,则保持连续生产。结果表明,支撑剂性能的选择是控制返排的有效方法,但显然强度要求取决于井下条件。

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