• ▶ 2008-2024年被中国情报信息研究所评价中心评为“中国科技核心期刊”
  • ▶ 2019-2024年连续三届被中国科学院文献情报中心中国科学引文数据库CSCD(核心库)收录
  • ▶ 2021、2023年入编北京大学图书馆《中文核心期刊要目总览》
  • ▶ 2020-2024连续四年入选《科技期刊世界影响力指数(WJCI)报告》
周海怡, 李淑祎, 蔡先锋, 申屠毅, 刘桢义, 章振华, 金 洁, 林颖典.基于层次分析法和模糊理论的小型水库土石坝安全评价水资源与水工程学报[J].,2023,34(4):167-174
基于层次分析法和模糊理论的小型水库土石坝安全评价
Safety evaluation of small earth-rockfill dams based on analytical hierarchy process method and fuzzy theory
  
DOI:10.11705/j.issn.1672-643X.2023.04.20
中文关键词:  小型水库土石坝  安全状态评价  模糊理论  层次分析法
英文关键词:small earth-rockfill dam  safety evaluation  fuzzy theory  analytical hierarchy process
基金项目:余杭区水利工程监测体系完善项目(YHZFCG2020-203)
作者单位
周海怡1, 李淑祎2, 蔡先锋2, 申屠毅2, 刘桢义3, 章振华3, 金 洁3, 林颖典1 (1.浙江大学 海洋学院 浙江 舟山 316021 2.杭州鲁尔物联科技有限公司 浙江 杭州 311121 3.浙江省杭州市余杭区林业水利局 浙江 杭州 311115) 
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中文摘要:
      鉴于水库大坝安全状态评价的模糊性和层次性,通过分析我国小型水库土石坝结构特征和破坏机理,构建结构安全状态评价指标体系,提出基于层次分析法和模糊理论的小型水库土石坝安全评价方法。利用模糊理论对层次分析法计算的权重进行修正,得到评价体系中各指标的隶属度值,根据最大隶属度原则确定结构安全状态的模糊综合评价结果。研究以浙江省杭州市余杭区康门小型水库土石坝为工程实例,应用本文的指标体系和模糊综合评价方法对其进行结构安全状态评估。将结果与工程实际对比发现两者基本一致,验证了本文所提出的指标体系及评价方法的有效性,可为小型水库土石坝的结构安全评价提供借鉴和参考依据。
英文摘要:
      In view of the fuzziness and hierarchy of dam safety evaluation, the structural characteristics and failure mechanism of small earth-rockfill dams in China are analyzed to construct a safety evaluation index system considering the multi-criteria and multi-factors involved, based on which, a safety evaluation method is proposed combining analytical hierarchy process and fuzzy theory. According to this method, the weight of each index is calculated by the analytical hierarchy process and then modified by the fuzzy theory, so the membership value of each index in the evaluation system is obtained, and the evaluation result of the structure safety state is determined according to the maximum membership principle. In the study, the Kangmen Reservoir earth-rockfill dam in Yuhang District, Hangzhou City, Zhejiang Province is taken as a practical engineering example, and the proposed index system and evaluation method are applied to evaluate its structural safety level. Comparing the calculated evaluation results with the actual engineering situation, it can be found that the two are basically consistent, which in turn verifies the effectiveness of the index system and evaluation method. This study can provide a reference for the structural safety evaluation of earth-rockfill dams of small reservoirs.
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