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1930煤矿导水裂隙带高度预计

陈建杰 吴庆伟

山东煤炭科技Issue(10):170-171,2.
山东煤炭科技Issue(10):170-171,2.DOI:10.3969/j.issn.1005-2801.2014.10.78

1930煤矿导水裂隙带高度预计

Prediction of height of water lfowing fractured zone in 1930 coal mine

陈建杰 1吴庆伟2

作者信息

  • 1. 新疆焦煤集团有限责任公司,新疆乌鲁木齐 830000
  • 2. 辽宁工程技术大学矿业学院,辽宁阜新 123000
  • 折叠

摘要

Abstract

It affects the underground mining safety production of for the river to flow through 1930 coal mine. Through the analysis of the landform, the geological conditions, the surface water lfow, and other building facilities of the river bed basin, using numerical simulation to predict the height of water lfowing fractured zone, which show that the maximum height of fracture mining zone is 83m in the simulation area under, after compared with the measured result using the drill hole, the result is accordant to practice. The research method for other similar mines mining has reference function.

关键词

水体下/导水裂隙带/数值模拟

Key words

under source of water/water lfowing fractured zone/numerical simulation

分类

矿业与冶金

引用本文复制引用

陈建杰,吴庆伟..1930煤矿导水裂隙带高度预计[J].山东煤炭科技,2014,(10):170-171,2.

山东煤炭科技

1005-2801

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