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Volume 41 Issue 2
Jul.  2022
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JIANG Yingli, CUI Jie, WANG Jingmei, ZHANG Yanlong. Risk assessment of tunnel flood based on the weighting of index reliability measurement and set pair cloud[J]. CARSOLOGICA SINICA, 2022, 41(2): 276-286. doi: 10.11932/karst20220208
Citation: JIANG Yingli, CUI Jie, WANG Jingmei, ZHANG Yanlong. Risk assessment of tunnel flood based on the weighting of index reliability measurement and set pair cloud[J]. CARSOLOGICA SINICA, 2022, 41(2): 276-286. doi: 10.11932/karst20220208

Risk assessment of tunnel flood based on the weighting of index reliability measurement and set pair cloud

doi: 10.11932/karst20220208
  • Received Date: 2021-04-05
  • Tunnel flood assessment is a nonlinear and complex system with uncertainty. Scientific and reasonable flood grading evaluation and corresponding prevention and treatment measures have become the primary problem to be solved in the construction and operation of karst tunnels. Firstly, aimed at the uncertainty, fuzziness and randomness of evaluation index parameters, the correlation between indexes by the multi-evidence correlation coefficient of Jousselme distance are analyzed in this study. The dynamic weighting theory of index reliability measurement based on Jousselme distance is also put forward. With the weighting method, the accurate weight of each index can be obtained according to the reliability classification of indexes. Thus, the dynamic weighting of the whole system by the measured values of different cases and indexes is realized, and the risk of deviation of evaluation results caused by the error or error of measured values of indexes in practice is reduced; thus, the robustness of the evaluation model will be enhanced.Secondly, based on the theory and idea of uncertain artificial intelligence, and with the combination of the eigenvalues in cloud theory and the set pair theory, the cloud theory to optimize the set pair connection degree is used to obtain risk assessment indexes of karst tunnel flood. The index cloud connection degree and index reliability measurement are weighted by the dynamic weighting method to obtain the degree of system comprehensive cloud connection, and the risk value is obtained by the expected weighted average of the grading evaluation interval. At the same time, the corresponding grade cloud map is generated to determine the flood grade of karst tunnel. Accordingly, the flood state of karst tunnel is determined, and the visualization of flood grade determination is realized.Thirdly, the karst tunnel flood occurs in a complex system composed of both the tunnel and the external environment; therefore, its risk assessment is affected by many factors, and the evaluation index system should be established in a comprehensive and concise way. From the perspective that atmospheric precipitation is the main source of flood in karst tunnel, five correlation indexes-annual precipitation, infiltration coefficient, catchment area, permeability coefficient and unit water inflow-are constructed as evaluation indexes of set pair cloud of karst tunnel flood in this study. On this basis, the grading standard of each evaluation index and its corresponding cloud map of flood grade are established. In order to verify the accuracy and effectiveness of the set pair cloud model and its evaluation index system constructed based on the weighting of the index reliability measurement, the data of six typical karst tunnel samples for the model test is collected. Consistency between evaluation results and those of other methods proves the reliability and effectiveness of the model proposed in this study. Finally, this model has been applied to the flood accident of Pishuangao karst tunnel of Beijing-Zhuhai expressway, the results of which are also consistent with the actual situation of the project. At the same time, the treatment measures corresponding to Grade I have achieved effective flood control. The result shows that the set pair cloud model constructed in this study based on the weighting of the index reliability measurement takes into account the correlation between the evaluation indexes, the uncertainty of the evaluation system and the ambiguity of the evaluation index grade. The model can improve the accuracy of flood risk assessment in karst tunnels, and the evaluation process of this model is highly maneuverable. In fact, this model can provide a new method for rapid and effective analysis of flood in karst tunnels, and can also provide reference and guidance for the prediction and prevention of flood in karst tunnels in China.

     

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  • [1]
    田四明, 王伟, 巩江峰. 中国铁路隧道发展与展望(含截至2020年底中国铁路隧道统计数据)[J]. 隧道建设(中英文), 2021, 41(2): 308-325.

    TIAN Siming, WANG Wei, GONG Jiangfeng. Development and prospect of railway tunnels in China (including statistics of railway tunnels in China by the end of 2020)[J]. Tunnel Construction, 2021, 41(2): 308-325.
    [2]
    蒋树屏. 中国公路隧道数据统计[J]. 隧道建设(中英文), 2017, 37(5): 643-644.

    JIANG Shuping. Statistics of highway tunnels in China[J]. Tunnel Construction, 2017, 37(5): 643-644.
    [3]
    陈建芹, 冯晓燕, 魏怀, 冯欢欢. 中国水下隧道数据统计[J]. 隧道建设(中英文), 2021, 41(3): 483-516.

    CHEN Jianjin, Feng Xiaoyan, WEI Huai, FENG Huanhuan. Statistics of underwater tunnels in China[J]. Tunnel Construction, 2021, 41(3): 483-516.
    [4]
    潘海泽, 黄涛, 杨海静, 唐仙. 运营隧道渗漏水灾害分类和等级评定方法[J]. 干旱区地理, 2009, 32(1): 145-151.

    PAN Haize, HUANG Tao, YANG Haijing, TANG Xian. Classification and grading assessment method of leakage disasters in running tunnel[J]. Arid Land Geography, 2009, 32(1): 145-151.
    [5]
    张彦龙, 田卿燕, 张建同. 广东地区某公路岩溶隧道水害分析及其数值模拟研究[J]. 中国岩溶, 2018, 37(2): 307-313.

    ZHANG Yanlong, TIAN Qingyan, ZHANG Jiantong. Water disaster analysis and numerical simulation of a karst tunnel in a highway of Guangdong Province[J]. Carsologica Sinica, 2018, 37(2): 307-313.
    [6]
    蒋英礼, 张彦龙, 王景梅. 基于未确知测度- SPA 的岩溶隧道水害危险性评价[J] . 人民长江, 2021, 52(5): 78-85.

    JIANG Yingli, ZHANG Yanlong, WANG Jingmei. Risk assessment of Karst tunnels flood based on multilevel uncertainty measurement-set pair analysis theory[J]. Yangtze River, 2021, 52(5): 78-85.
    [7]
    刘敏捷, 伍毅敏, 高劲松. 公路隧道隧底结构水害机理研究[J]. 地下空间与工程学报, 2017, 13 (1) : 319-326.

    LIU Minjie, WU Yimin, GAO Jinsong. Research on the Water Damage Mechanism of the Bottom Structure of Highway Tunnel[J]. Chinese Journal of Underground Space and Engineering, 2017, 13 (1) : 319-326.
    [8]
    刘浩, 祝志恒, 李林毅. 京珠高速公路洋碰隧道水害原因分析及安全性评价[J]. 隧道建设(中英文), 2020, 40(5): 747-754.

    LIU Hao, ZHU Zhiheng, LI Linyi. Causes analysis of water disease in Yangpeng tunnel on Beijing-Zhuhai expressway and its safety evaluation. Tunnel Construction, 2020, 40(5): 747-754.
    [9]
    中华人民共和国水利部. 水工隧洞设计规范[S]. 北京: 中国水利水电出版社, 2016.

    Ministry of water resources of the People's Republic of China. Design specifications for hydraulic tunnels[S]. Beijing: China Water Resources and Hydropower Press, 2016.
    [10]
    谭洪强, 邓红卫, 王杰, 侯志勇, 胡道礼. 公路隧道水害倾向性分级的Bayes判别法及应用[J]. 中国安全生产科学技术, 2015(6): 122-127.

    TAN Hongqiang, DENG Hongwei, WANG Jie, HOU Zhiyong, HU Daoli. Bayes discriminant analysis on flood tendency classification of highway tunnel and its application[J]. Journal of Safety Science and Technology, 2015(6): 122-127.
    [11]
    游波, 施式亮, 刘何清, 李润求, 罗文柯. 基于信息熵和集对分析理论的公路隧道水害倾向性判定[J]. 公路交通科技, 2019(6): 73-78.

    YOU Bo, SHI Shiliang, LIU Heqing, LI Runqiu, LUO Wenke. Determination of flood tendency of highway tunnel based on entropy and set pair analysis theory[J]. Journal of Highway and Transportation Research and Development, 2019(6): 73-78.
    [12]
    谭洪强, 邓红卫, 马浩鹏, 袁晓, 刘冰玉. 基于未确知测度理论的公路隧道水害危险性评价[J]. 中国安全生产科学技术, 2015, 11(4): 166-172.

    TAN Hongqiang, DENG Hongwei, MA Haopeng, YUAN Xiao, LIU Bingyu. Risk assessment on highway tunnel flood based on uncertainty measurement theory[J]. Journal of Safety Science and Technology, 2015,11(4): 166-172.
    [13]
    李德毅, 杜鹢. 不确定性人工智能(第2版)[M]. 北京: 国防工业出版社, 2014

    LI Deyi, DU Yu. Uncertain Artificial Intelligence (2nd Edition) [M]. Beijing: National Defense Industry Press, 2014.
    [14]
    苏永华, 何满潮, 孙晓明. 岩体模糊分类中隶属函数的等效性[J]. 北京科技大学学报, 2007, 29(7): 670-675

    SU Yonghua, HE Manchao, SUN Xiaoming. Equivalent characteristic of membership function type in rock mass fuzzy classification[J]. Journal of University of Science and Technology Beijing, 2007, 29(7): 670-675.
    [15]
    Jousselme A L, Dominic G, Eloi B. A new distance between two bodies of evidence[J]. Information Fusion, 2001(2):91-101.
    [16]
    赵克勤. 集对分析及其初步应用[M]. 杭州: 浙江科学技术出版社, 2000.

    ZHAO Keqin. Set pair analysis and its preliminary application [M]. Hangzhou: Zhejiang Science and Technology Press, 2000.
    [17]
    戴建玲, 雷明堂. 公路工程岩溶环境一、二级区划[J]. 中国岩溶, 2013, 32(2): 153-160,174.

    DAI Jianling, LEI Mingtang. First and second level karst environment zoning for highway engineering[J]. Carsologica Sinica, 2013, 32(2): 153-160, 174.
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