Existence and Prediction of Severe Slugging in Toe-Down Horizontal Wells

J. Nair, E. Pereyra, C. Sarica
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引用次数: 1

Abstract

Severe slugging is an important flow assurance issue, typically observed in offshore pipeline-riser systems. The consequences of severe slugging include flooding of downstream production facilities and an overall decrease in productivity. It had been previously thought that severe slugging would be limited to systems with a downward inclined pipeline and vertical, catenary or lazy-S shaped riser. This paper presents the results of an experimental and modeling study, which demonstrates the existence of severe slugging in systems with upward inclined lateral flow paths such as a toe-down well. The severe slugging phenomena described in this paper was observed in a large scale experimental facility constructed for the purpose of studying flow behavior in horizontal wells. The facility enabled the study of the effect of the completion parameters like end of tubing location and the presence of a packer. Various gas and liquid rates were tested in the facility, and slug flow was the dominant flow pattern in the lateral section. The facility was also designed to test gas lift performance in horizontal wells. Therefore, the effect of gas lift on the severe slugging phenomenon was also studied. Based on the experimental observations, two severe slugging prediction models were developed. The first was a transient model based on the Balino et al. (2010) model. The second was a single point criterion based on the Bøe (1981) criterion. The constitutive equations and modeling results are also presented in this paper.
下倾水平井严重段塞流的存在与预测
严重段塞流是一个重要的流动保障问题,在海上立管系统中尤为常见。严重段塞的后果包括下游生产设施的水淹和整体生产力的下降。以前,人们认为严重的段塞流只会出现在管道向下倾斜、垂直、悬链线或懒s型立管的系统中。本文介绍了一项实验和模型研究的结果,该结果表明,在具有上斜横向流道的系统中,如趾下井,存在严重的段塞流。本文描述的严重段塞流现象是在为研究水平井流动特性而建造的大型实验装置中观察到的。该设备能够研究完井参数的影响,如油管末端位置和封隔器的存在。在该设施中测试了不同的气液流量,段塞流是横向段的主要流动形式。该设备还用于测试水平井的气举性能。因此,还研究了气举对严重段塞现象的影响。在实验观察的基础上,建立了两种严重段塞流预测模型。第一个是基于Balino et al.(2010)模型的瞬态模型。第二种是基于Bøe(1981)标准的单点标准。文中还给出了本构方程和建模结果。
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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