An Integrated Approach to the Design and Modelling of High Rate Water Pack Treatments

Kesavan Govinathan, J. Sallis, Samyak Jain, R. Tibbles, Mike Foster, Bart Waltman
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Abstract

High Rate Water Pack (HRWP) treatments are used in cased hole gravel packs with the intention of creating small fractures to bypass near wellbore damage and improve perforation packing. Despite their popularity as a sand control technique, there has never been a software model developed specifically for HRWP treatments, and so their design has been largely driven by trial-and-error based on local field experience. Often, local field experience is insufficient to achieve the desired results due to uncertainties in the fracture initiation, propagation and packing mechanisms. The ability to model the initiation and packing of the fracture provides a better understanding of the achievable perforation packing in a specific well and how to maximize it. Such a model must simultaneously simulate fluid hydraulics, wellbore packing, fracture initiation and propagation, and gravel placement. Models exist for gravel packing that can predict packing in the wellbore annulus and perforations, but they do not account for initiation, propagation and packing of the fractures. Multiple models are also available specifically for fracturing design, but most of these do not account for wellbore packing. These models are more suited for conventional hydraulic fracturing and frac pack treatments using highly viscous or crosslinked fluids. Such fracturing models tend to overpredict fluid leak-off in soft rock formations, especially with low viscosity fluids, and consequently predict premature screen-outs under conditions in which HRWP treatments are in practice successfully placed. This paper introduces the first software model that combines both wellbore and perforation packing, along with the initiation and packing of small fractures, to facilitate successful HRWP treatments. Examples of how the model can be used to optimize HRWP treatments are discussed and the various parameters that impact HRWP design are also assessed. Several case studies are presented comparing modelled and actual data to both validate the model and demonstrate how it can be used to optimize the designs for offset wells.
高速率水充填处理设计与建模的综合方法
高速率水充填(HRWP)处理用于套管井砾石充填,旨在形成小裂缝,绕过近井损伤,改善射孔充填。尽管HRWP作为防砂技术很受欢迎,但目前还没有专门为其开发的软件模型,因此其设计主要是基于当地现场经验的反复试验。通常,由于裂缝起裂、扩展和充填机制的不确定性,当地的现场经验不足以达到预期的结果。通过模拟裂缝的起裂和充填,可以更好地了解特定井中可实现的射孔充填以及如何最大化射孔充填。这样的模型必须同时模拟流体水力学、井筒充填、裂缝起裂和扩展以及砾石充填。现有的砾石充填模型可以预测井筒环空和射孔中的充填,但它们不能考虑裂缝的起裂、扩展和充填。针对压裂设计,也有多种模型可供选择,但大多数模型都没有考虑井筒充填。这些模型更适合使用高粘性或交联流体的常规水力压裂和压裂充填处理。这种压裂模型往往会对软岩地层(特别是低粘度流体)的流体泄漏情况进行过度预测,从而在HRWP处理成功的情况下预测过早筛出。本文介绍了第一个结合井筒和射孔充填,以及小裂缝的起裂和充填的软件模型,以促进成功的HRWP处理。讨论了模型如何用于优化HRWP处理的示例,并评估了影响HRWP设计的各种参数。通过对模型数据和实际数据的对比研究,验证了该模型的有效性,并展示了该模型如何用于优化邻井的设计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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