盐层泄漏试验的热力学分析:直井的轴对称多层模型

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Themisson dos Santos Vasconcelos, João Paulo Lima Santos, Eduardo Toledo Lima Junior
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引用次数: 0

摘要

盐岩的非均质性和粘弹性阻碍了盐下蒸发岩储层渗漏试验(LOTs)中地层破裂压力的准确预测,而常规模型往往对这些问题进行了过度简化。为了克服这些局限性,本研究引入了一种轴对称多层热力学模型,通过有限元分析将粘弹性蠕变、流体注入动力学和裂缝扩展(PKN、KGD、penny形模型)集成在一起。通过对三口盐下井的现场数据验证,该模型具有很高的精度,PKN模型在不同岩性情况下的泄漏压力预测误差分别为0.23%、0.006%和0.38%。通过捕获热、机械和水力效应的相互作用,该模型提高了盐下环境下的井设计、套管策略和作业安全性。该模型仅限于直井,不考虑盐的溶解,需要进一步研究以获得更广泛的应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Thermomechanical analysis of leak-off test in salt formations: Axisymmetric multilayer modeling for vertical wells
Accurate prediction of formation breakdown pressure during Leak-off Tests (LOTs) in pre-salt evaporite formations is hindered by the heterogeneous and viscoelastic nature of salt rocks, which conventional models often oversimplify. This study introduces an axisymmetric multilayer thermomechanical model to overcome these limitations, integrating viscoelastic creep, fluid injection dynamics, and fracture propagation (PKN, KGD, Penny-shaped models) through finite element analysis. Validated against field data from three pre-salt wells, the model achieves high precision, with the PKN model yielding errors of 0.23 %, 0.006 %, and 0.38 % in leak-off pressure predictions across diverse lithological scenarios. By capturing the interplay of thermal, mechanical, and hydraulic effects, this model enhances well design, casing strategies, and operational safety in pre-salt environments. The model is limited to vertical wells and does not account for salt dissolution, warranting further research for broader applications.
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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