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作 者:张树光[1] 孙树魁[1] 张向东[1] 薛强[2]
机构地区:[1]辽宁工程技术大学土木建筑学院,辽宁阜新123000 [2]辽宁工程技术大学力学与工程科学系,辽宁阜新123000
出 处:《中国地质灾害与防治学报》2003年第3期9-11,共3页The Chinese Journal of Geological Hazard and Control
基 金:煤炭青年基金资助项目
摘 要:为解决深部开采带来的热害问题,基于地质学和热力学理论,建立了热害矿井巷道温度场的数学模型,研究了巷道内部温度场随埋深和通风热速的变化规律。计算结果表明,巷道温度场对埋深的敏感度要高于风速、温度随埋深的增加而呈阶段性递增。控制入口温度是解决矿井热害的关键。以上结论为矿井热害的综合治理提供了重要依据。In order to solve the heat\|harm problems caused by deep\|seated exploitation,a mathematical model about temperature field of tunnel in heat\|harm mine is established based on the theory of geology and thermodynamics.In the paper,it is studied that the rule of tunnel temperature field variation with burying depth and wind speed.The results indicate that sensitive degree of temperature field affected by burying depth is superior to that by wind\|speed.The temperature increased by stages in accordance with burying depth.The key of solving heat\|harm of mine is to control entrance temperature.The above conclusion provides important evidence for comprehensive management in heat\|harm mine.
分 类 号:TD167[矿业工程—矿山地质测量] P642.5[天文地球—工程地质学]
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