...
首页> 外文期刊>Quarterly Journal of Engineering Geology & Hydrogeology >A GIS-based prediction method to evaluate subsidence-induced damage from coal mining beneath a reservoir, Kyushu, Japan
【24h】

A GIS-based prediction method to evaluate subsidence-induced damage from coal mining beneath a reservoir, Kyushu, Japan

机译:一种基于GIS的预测方法,用于评估日本九州水库下的煤层塌陷引起的破坏

获取原文
获取原文并翻译 | 示例
           

摘要

The occurrence of subsidence caused by mining may be a complex process that causes damage to the environment. In the last century there was significant development in prediction methods for calculating surface subsidence. However, because mining may take place by multi-seam extraction, the use of current prediction methods to obtain the distribution of subsidence is a difficult and time-consuming task. Furthermore, it is impracticable to evaluate damage accurately by this method. In this paper, a new prediction method has been developed to calculate 3D subsidence by combining a stochastic model of ground movements and a geographical information system (GIS). All the subsidence calculations are implemented by a computational program, where the components of the GIS are used to fulfil the spatial–temporal analysis function. This subsidence prediction technique has been applied to calculate ground movements resulting from 21 years of coal mining under a reservoir in Japan. Details of movement were sequentially predicted and simulated in terms of years. Furthermore, subsidence-induced damage owing to progressive horizontal strain was assessed. These values conformed to the acceptable strains in reservoir dams, thus ensuring safety against tensile failure of the concrete and consequent flooding.
机译:采矿引起的沉陷的发生可能是一个复杂的 过程,会对环境造成破坏。在上个世纪 ,用于 计算地面沉降的预测方法有了重大发展。但是,由于挖掘可能通过多缝提取进行,因此使用当前的预测方法来获得沉降的分布是很困难的,并且费时的任务。此外,用这种方法精确地 评估损坏是不可行的。在本文中,开发了一种 的新预测方法,该方法通过结合地面运动的随机模型和地理 信息系统来计算3D沉降 ( GIS)。所有的沉降计算都是由计算程序实现的,其中GIS的组成部分用于完成时空分析功能。这种沉降预测技术已被应用于 ,以计算在日本一个储层下开采21年的煤 所产生的地面运动。运动细节按年依次进行了 预测和模拟。此外,还评估了 由于进行性水平应变 而导致的沉降引起的破坏。这些值符合水库大坝中可接受的应变 ,从而确保了混凝土抗拉破坏性 以及随之发生的洪水的安全性。

著录项

  • 来源
  • 作者单位

    Institute of Environmental Systems, Graduate School of Engineering, Kyushu University, Motooka 744, Nishi-Ku, Fukuoka, 819-0395 Japan (ibrahim@ies.kyushu-u.ac.jp);

    Institute of Environmental Systems, Graduate School of Engineering, Kyushu University, Motooka 744, Nishi-Ku, Fukuoka, 819-0395 Japan (ibrahim@ies.kyushu-u.ac.jp);

    Institute of Environmental Systems, Graduate School of Engineering, Kyushu University, Motooka 744, Nishi-Ku, Fukuoka, 819-0395 Japan (ibrahim@ies.kyushu-u.ac.jp);

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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