首页> 外文期刊>Erdol Erdgas Kohle >Zum langfristigen Tragver halten von verschlossenen solegefullten Salzkavernen-ein neuer Ansatz zu physikalischer Modellierung und numerischer Simulation
【24h】

Zum langfristigen Tragver halten von verschlossenen solegefullten Salzkavernen-ein neuer Ansatz zu physikalischer Modellierung und numerischer Simulation

机译:对于封闭盐水填充盐洞的长期支撑行为-物理建模和数值模拟的新方法

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

In the two previous publications on the load-bearing behaviour of sealed brine-filled caverns,the first deals with the theoret-ical and basic lab-analytical principles befand the physical modelling and develop-ment of the INFIL Software for numerical Simulation[1].The second paper numeri-cally simulates and analyses the load-bearing behaviour of a typical cavern shut down and abandoned in this way.It also discusses the mainfindings relevant for applying these principles in practice[2].At this stage at the latest,the question natu-rally arises as to whether,and with what level of quality,the theoretically prognosed behaviour agrees with the actual results when applied to a cavern structure.Several field experiments are knownfrom generally available and less generally available litera-ture which look at the behaviour of cavities in salt(boreholes,caverns)under the influ-ence of high fluid pressures.An excellent case study delving into this issue is the Etzel Field Test which was set up to observe the behaviour of a sealed brine-fuled cavern.The fest involves a brine-fuled and appro-priately technically equipped cavern being subjected to rising internal pressure by in-jecting brine,and then analysing the behaviour of the brine under increasing pressure-cavern/salt rock mass during several pressure increase and Observation phases.This field fest is to be used for the first Validation of the INFIL Software package.After presenting the results of this first Validation,the second part of the paper..dis-cusses some other aspects which arise from the application of the infiltration model de-velopedhere to the whole problem of cavern abandonment.Of particular importance in this context is the earliest time at which a cavern can be sealed after shutting down Operations-particularly with regard to the ef-fects of thermally-induced brine expansion caused by the influx of heat from the sur-rounding rock mass.The end of the paper also includes a brief discussion of other work concerning lateral infiltration,bedded salt formations,and oriented mineral grain fabrics,as well as the degeneration of sec-ondary migration paths.
机译:在先前有关密封盐水填充洞穴的承压特性的前两篇出版物中,第一篇涉及理论和基本实验室分析原理,以及用于数值模拟的INFIL软件的物理建模和开发[1]。第二篇论文从数值上模拟和分析了以这种方式关闭和抛弃的典型洞穴的承重行为。它还讨论了与在实践中应用这些原理有关的主要发现[2]。自然而然地出现的问题是,在应用于洞穴结构时,理论上预言的行为是否以及在何种质量水平上与实际结果相符。在高流体压力作用下盐(钻孔,洞穴)中空腔的行为。研究此问题的一个极好的案例研究是建立了Etzel现场测试o观察密闭的充满盐水的洞穴的行为。该节日涉及一个充满盐水且经过适当技术装备的洞穴,通过注入盐水使其内压不断升高,然后分析压力升高时盐水的行为-洞穴/盐岩在几个压力增加阶段和观测阶段。该现场实验将用于INFIL软件包的第一次验证。在介绍了第一次验证的结果之后,本文的第二部分讨论由于渗透模型在解决洞穴遗弃的整个问题中的应用,因此产生了其他一些方面。在这种情况下,特别重要的是在关闭操作后最早可以封闭洞穴的时间,尤其是对于周围岩体的热量涌入引起的热盐水膨胀的影响。本文的结尾还简要讨论了其他工作侧向渗透,层状盐形成和定向矿物颗粒织物,以及次生运移路径的退化。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号