基于预警模型机制的矿山地压灾害预警程序系统研究
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摘要
论述了矿山地压灾害预警研究的必要性和重要性,引进了非线性科学理论数理模型,将其应用到矿山地压灾害预警中,并运用Visual Basic计算机程序语言编制了矿山地压灾害预警管理系统软件,结合MapGis图形特性显示功能,将其与数据、预警程序软件进行有机结合,实现了矿山地压灾害预警管理系统的可视化。同时,将此矿山地压灾害预警程序软件应用到柿竹园矿的地压灾害预警中,成功的进行了多次预报,避免了大量人员伤亡和财产损失,保证了矿山安全生产,取得了良好的应用效果。
This paper discusses the necessity and importance of research in mine ground pressure hazard warning,and introduces the mathematical model based on non-linear scientific theory,and applies it to mine ground pressure hazard warning.A software i.e.mine ground pressure hazard warning management system has been developed by using computer program language Visual Basic,Combined with graphical displaying function of MapGis,carrying out organic combination of monitoring data and the warning program system,the visualization of mine ground pressure hazard warning management system was implemented.The mine ground pressure hazard warning management system has been applied to the ground hazard warning in Shizhuyuan mine,made successful forecasts of ground hazard many times,so a large number of casualties and property losses were avoided,the safety in mine production was ensured,a perfect application effect has been achieved.
This paper discusses the necessity and importance of research in mine ground pressure hazard warning,and introduces the mathematical model based on non-linear scientific theory,and applies it to mine ground pressure hazard warning.A software i.e.mine ground pressure hazard warning management system has been developed by using computer program language Visual Basic,Combined with graphical displaying function of MapGis,carrying out organic combination of monitoring data and the warning program system,the visualization of mine ground pressure hazard warning management system was implemented.The mine ground pressure hazard warning management system has been applied to the ground hazard warning in Shizhuyuan mine,made successful forecasts of ground hazard many times,so a large number of casualties and property losses were avoided,the safety in mine production was ensured,a perfect application effect has been achieved.
引文
[1]刘传正.地质灾害预警工程体系探讨[J].水文地质工程地质,2000,(4).
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[4]秦四清,张倬元.地震孕育过程的非线性动力学模型[J]中国地震1994,10(3):223~229.
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[6]Jackson,E.Atlee.Perspectrues of nonlinear dynamics[M].Cam-bridge University Press,1993:9~42.
[7]黄建平,衣育红.利用观测资料反演非线性动力模型[J].中国科学(B辑),1991,3:22~26.
[8]Shibata Hiroshi.Lyapunov exponent of partial differential equa-tion[J].Physica A,1999,264(2):226~233.
[9]Wolf A,et al.Determining Lyapounov exponents from a time se-ries[J].Phys.Rev.Lett.,1993,71(4):521~524.
[10]许传华,任青文,李瑞.围岩稳定的熵突变理论研究[J].岩石力学与工程学报,2004,23(12):1992~1995.
[11]Grassberger P,Schreiber T,Schaffrash C.Nonlinear time se-quence analysis[J].International Journal of Bifurcation andChoas,1991,3(1):521~547.
[2]尹彦波.岩石失稳与地压灾害的非线性动力学分析研究[D].长沙:长沙矿山研究院,2006,3.
[3]李鸿吉.Visual Basic 6.0中文版编程方法详解[M].北京:科学出版社,2001.
[4]秦四清,张倬元.地震孕育过程的非线性动力学模型[J]中国地震1994,10(3):223~229.
[5]张英,齐欢,王小平.新滩滑坡非线性动力学模型方法研究[J].长江科学院院报,2002,19(4):33~35.
[6]Jackson,E.Atlee.Perspectrues of nonlinear dynamics[M].Cam-bridge University Press,1993:9~42.
[7]黄建平,衣育红.利用观测资料反演非线性动力模型[J].中国科学(B辑),1991,3:22~26.
[8]Shibata Hiroshi.Lyapunov exponent of partial differential equa-tion[J].Physica A,1999,264(2):226~233.
[9]Wolf A,et al.Determining Lyapounov exponents from a time se-ries[J].Phys.Rev.Lett.,1993,71(4):521~524.
[10]许传华,任青文,李瑞.围岩稳定的熵突变理论研究[J].岩石力学与工程学报,2004,23(12):1992~1995.
[11]Grassberger P,Schreiber T,Schaffrash C.Nonlinear time se-quence analysis[J].International Journal of Bifurcation andChoas,1991,3(1):521~547.
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