Professional evaluating system for karst tunnel gushing based on AHP and its application
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摘要: 为了将岩溶涌水评判系统中定性描述的影响因子定量或半定量化,以便直观、有效地对隧道地质灾害进行预测预报,本文采用层次分析技术(AHP)将隧道岩溶涌水的多因素量化集成,并导出评判隧道岩溶涌水的综合指标(Skarst),用于评判不同岩溶水文地质条件下隧道涌水的风险性。应用该模型对乌池坝隧道岩溶涌水进行评价,结果为: ZK259+890~ZK258+500段和ZK255+405~ZK253+182段属低风险区段,Skarst≤0.24;ZK256+300~ZK255+405段和ZK258+500~ZK257+500段为中等风险区段,0.24<Skarst≤0.70;ZK257+500~ZK256+300段为高风险区段,Skarst>0.70。Abstract: For the purpose of quantitative and semiquantitative description of impacting factors of the evaluating system for karst tunnel gushing, which will help us to predict the geological disasters directly and effectively, the paper has adopted Analytic Hierarchy Process (AHP) to quantitatively integrate multi-factors of tunnel gushing, with synthetic index (Skarst) for judging karst tunnel gushing being concluded, which will be used to evaluate the risk for tunnel gushing under different karst hydrogeological conditions. A case study of tunnel gushing by applying AHP has been operated in Wuchiba, and we have concluded the results as follows: the sections of ZK259+890~ZK258+500 and ZK255+405~ZK253+182 are the places with low risk for tunnel gushing, whose Skarst is lower than 0.24 (including 0.24); the sections of ZK256+300~ZK255+405 and ZK258+500~ZK257+500 are the places with middle-class risk for tunnel gushing, whose Skarst is in the range of 0.24~0.70(excluding 0.24, but including 0.70); the sections of ZK257+500~ZK256+300 is the place with high risk for tunnel gushing, whose Skarst is higher than 0.70 (excluding 0.70).
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Key words:
- AHP /
- tunnel /
- karst gushing /
- evaluating system
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[1] 韩行瑞.岩溶隧道涌水及其专家评判系统[J].中国岩溶,2004,23(3):214-217. [2] 蒙 彦,雷明堂. 岩溶区隧道涌水研究现状及建议[J].中国岩溶,2003,22(4):287-292. [3] 何发亮,李苍松,陈成宗.岩溶地区长大隧道涌水灾害预测预报技术[J].水文地质工程地质,2001(5) :21-23. [4] 郭玉法,鲍庆煜. 岩溶隧道涌水量的预测方法研究[J]. 铁道勘察,2007(5) :73-75. [5] Saaty.T.L. The Analytic Hierarchy Process [M].Mc Gtaw Hill ,New York,1980. [6] 赵焕臣,许树柏,和金生. 层次分析法[M]. 北京:科学出版社,1986. [7] 许树柏. 层次分析原理[M]. 天津: 天津出版社,1988. [8] 徐则民,黄润秋,罗杏春. 特长岩溶隧道涌水预测的系统辨识方法[J] .水文地质工程地质,2002,4:50-54. [9] 王鹰,陈强,魏有仪,等. 岩溶发育区深埋隧道水岩相互作用机理[J].中国铁道科学,2004,25(4):55-58. [10] 沈继方,李焰云,徐瑞春,等.清江流域岩溶研究[M].地质出版社,1996. [11] 杜毓超,李兆林,韩行瑞,等.沪蓉高速公路乌池坝隧道区岩溶发育特征及其涌水分析[J].中国岩溶,2008,27(1):11-17. -
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