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Three-dimensional Numerical Modeling Encompassing the Stability of a Vertical Gas Well Subjected to Longwall Mining Operation - A Case Study

机译:长壁开采对立式气井稳定性的三维数值模拟研究

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摘要

Longwall mining has been one of the prominent underground mining methods for extracting coal in the United States for many years due to its production efficiency. However, the method itself can possibly cause problems to surface structures, i.e. gas wells, buildings, roads, etc., that are built or located nearby mining operations. In recent years, significant gas resources have been identified to be located underlying coal deposits, particularly in Southwestern Pennsylvania, West Virginia, and Ohio. As a result, within the time frame of the last 10 years, more than 800 gas well have been drilled through active and future underground longwall mining. Practically, strata deformation caused by longwall mining could induce high stresses and deformation, which may lead to the instability of a gas well. Therefore, it is imperative that gas well stability penetrating longwall mining operation should be investigated and studied in order to maintain the stability of the gas well, as well as to enhance the safety of underground longwall mining working face and it's operation.;In this study, various three-dimensional numerical models were developed using Finite Difference Method in FLAC3D program and calibrated against an actual gas failure case cited in Peng et al. (2003). Field observation of the case study indicated that the gas well failed after second panel mining. In the previous study, Peng et al. (2003) used the Finite Element Method in ABAQUS program to simulate the gas well failure in order to find out the reason behind the gas well failure. They found out that that the presence of clay layer between two strong strata induced high stresses on the gas well casing and causing the high compressive strain at the gas well failure horizon. For this study, the main objective is to assess the influence of overburden depth and the presence of soft strata on the stability of the vertical gas well subjected to longwall mining operation. In addition, the determination of suitable pillar size for protecting the vertical gas well from failure, as a result of longwall mining, will also be investigated.;The results of this study indicate that the overburden depth, soft strata presence, and the pillar size of a longwall mine plays an important role on the gas well stability penetrating longwall mining abutment pillar. It was found that the deeper the overburden depth of a mine, the higher possibility for gas well to fail under axial compression. The critical overburden depth for the gas well to survive is 600 ft. (183 m). However, it should be noted that the obtained critical overburden depth is specific to the given case study. This study revealed that the geological condition of a mine, such as the presence of soft strata, could induce stresses and deformation on the gas well, which will lead to the instability issue of the gas well. The gas well would typically face more instability issue when it is drilled through a horizon, where the presence of soft strata takes place in between two layers of strong strata. In addressing the need of suitable pillar size for protecting the gas well from failure as a result of longwall mining, it is determined in this study that in order to maintain the stability of the gas well for the case study, considering three entry system, the pillar size should be 80 ft (24.4 m) wide rib to rib. Whereas if the four-entry system is used, the size of the pillar should be kept at 48 ft (14.6 m) wide rib to rib.;The main significance of this study is that it not only proposes a numerical modelling procedure for assessing the stability of gas well subjected to longwall mining operation of the particular case study, but it can also be used for other similar projects. This study concludes that with the accurate data input of rock and casing properties, as well as the gob model simulation, the numerical modelling analysis approach presented in this thesis will be able to accurately predict the stability of the vertical gas well penetrating longwall mining abutment pillar.
机译:长壁开采由于其生产效率,多年来一直是美国采煤的重要地下开采方法之一。然而,该方法本身可能对在采矿作业附近建造或位于其附近的地面结构,即气井,建筑物,道路等造成问题。近年来,人们已经发现大量的天然气资源位于煤层下面,特别是在宾夕法尼亚州西南部,西弗吉尼亚州和俄亥俄州。结果,在过去10年的时间范围内,通过活跃的和未来的地下长壁开采开采了800多口气井。实际上,由长壁开采引起的地层变形可能引起高应力和变形,这可能导致气井的不稳定。因此,必须对渗透井的稳定性进行深入研究,以保持气井的稳定性,提高井下长壁开采工作面及其作业的安全性。 ,在FLAC3D程序中使用有限差分法开发了各种三维数值模型,并根据Peng等人引用的实际瓦斯故障案例进行了校准。 (2003)。案例研究的现场观察表明,第二次面板开采后该气井发生了故障。在先前的研究中,Peng等。 (2003年)使用ABAQUS程序中的有限元方法来模拟气井故障,以找出造成气井故障的原因。他们发现,在两个强地层之间存在粘土层会在气井套管上引起高应力,并在气井衰竭层位引起高压缩应变。对于本研究,主要目的是评估覆土深度和软岩层的存在对长壁开采作业的垂直气井稳定性的影响。此外,还将研究确定合适的立柱尺寸,以保护垂直气井免受长壁开采的破坏。这项研究的结果表明,上覆层深度,软地层的存在和立柱尺寸长壁矿井的顶板对穿透长壁开采基台柱的气井稳定性起着重要作用。人们发现,矿井的覆盖层深度越深,气井在轴向压缩作用下失效的可能性就越大。气井生存的临界覆盖层深度为600英尺(183 m)。但是,应注意,所获得的临界覆盖层深度特定于给定的案例研究。这项研究表明,矿井的地质条件,例如软地层的存在,可能会引起气井的应力和变形,从而导致气井的不稳定问题。在水平井中钻探气井时,通常会面临更多的不稳定问题,在该水平井中,软岩层的存在发生在两层强岩层之间。为了满足保护长井开采而导致的气井故障的合适立柱尺寸的需求,在本研究中确定,为保持案例研究中的气井稳定性,考虑了三入口系统,即支柱之间的肋骨尺寸应为80英尺(24.4 m)宽。如果使用四项系统,则柱子的大小应保持在肋骨到肋骨的48英尺(14.6 m)宽;该研究的主要意义在于,它不仅提出了一种数值模型程序来评估肋骨。以长壁开采作业为例的气井稳定性研究案例,但是也可以用于其他类似项目。本研究的结论是,在准确输入岩石和套管属性数据以及采空区模型模拟的基础上,本文提出的数值建模分析方法将能够准确地预测垂直气井穿透长壁开采桥台柱的稳定性。 。

著录项

  • 作者单位

    West Virginia University.;

  • 授予单位 West Virginia University.;
  • 学科 Mining engineering.
  • 学位 M.S.
  • 年度 2018
  • 页码 102 p.
  • 总页数 102
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:52:57

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