采矿与安全工程学报 ›› 2015, Vol. 32 ›› Issue (6): 911-917.

• 论文 • 上一篇    下一篇

煤层底板突水变权脆弱性评价模型参数灵敏度分析

  

  1. 1.贵州大学喀斯特环境与地质灾害防治教育部重点实验室,贵州贵阳 550000; 2.中国矿业大学(北京)地球科学与测绘工程学院,北京 100083
  • 收稿日期:2014-12-11 出版日期:2015-11-15 发布日期:2015-12-04
  • 作者简介:李博(1982—),男,河南省南阳市人,博士,讲师,从事矿井水害防治方面的研究。
  • 基金资助:

    国家自然科学基金项目(41272276);贵州省科技厅联合基金项目(黔科合LH 字[2014]7617)

An analysis of parameters sensitivity for vulnerability assessment of groundwater inrush during mining from underlying aquifers based on variable weight model

  • Received:2014-12-11 Online:2015-11-15 Published:2015-12-04

摘要: 为了更好地了解煤层底板突水变权脆弱性评价模型的评价特点,通过评价效果图对比、典型单元格评价结果对比和综合评价值域的对比来进行变权模型评价效果的分析。同时为了定量地分析参数对评价结果的影响范围和影响程度,运用局部灵敏度分析法对调权参数和主控因素参数进行了灵敏度分析。结果表明:脆弱性指数的变化与调权参数a2,a3、含水层水压、含水层富水性、断层规模指数、断层褶皱分布和断层交点与端点的变化成正相关关系,与调权参数c、有效隔水层等效厚度和矿压破坏带下脆性岩厚度成负相关关系;调权参数在变幅±5%的拐点之后灵敏度系数发生显著的改变;调权参数a1,a2 及有效隔水层等效厚度和含水层水压对脆弱性指数变化影响较大。

关键词: 突水, 变权, 脆弱性评价, 评价效果, 参数, 灵敏度分析

Abstract: To better understand the characteristics of vulnerability assessment model of water inrush from seam floor based on the variable weight theory, evaluation rendering, typical evaluation cell and comprehensive evaluation value range have been compared to analyze the advancement of variable weights evaluation model. Meanwhile, in order to assess the influence of scope and extent of the parameters on the evaluation results in the vulnerability assessment model of water inrush from seam floor based on the variable weight theory, local sensitivity analysis method has been used to carry out sensitivity analysis respectively for the adjustment weight parameters and main controlling parameters in the evaluation model. The result shows that: the relationship between vulnerability index change with adjustment weight parameters a2 and a3, aquifer pressure, water abundance of aquifer, fault-scale index, the distribution of faults and folds as well as the change of fault cross-endpoint is a positive correlation, and is negative correlation between vulnerability index change with adjustment weight parameters c, equivalent thickness of effective aquifer, the thickness of the brittle rock under the mine pressure damaged zone. There is a significant change in the sensitivity coefficient on the inflexion point of adjustment parameters amplitude plus or minus 5%. There is a major influence of adjustment weight parameters a1 and a2, equivalent thickness of effective aquifer of the main controlling factor index, aquifer pressure on the change of vulnerability index.

Key words: water inrush, variable weight, vulnerability assessment, evaluation effect, parameters, sensitivity analysis