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宁夏引黄灌区输水渡槽安全鉴定与评价研究 被引量:14

Study on the Appraisal and Evaluation of Aqueduct Security in the Irrigation Area of Ningxia
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摘要 在分析宁夏引黄灌区七星渠不同建设年代和运行年限的4座渡槽管理情况的基础上,从施工质量、过流能力进行现场安全检查和质量检测,从结构稳定、结构抗震等方面进行分析核算,基于层次分析的多因素渡槽结构安全评价方法,采用专家打分和赋予权重、一票否决等机制,实现对渡槽的合理评价和有效评估。通过实测和分析核算结果,建立老旧渡槽安全性的等级标准,建立渡槽安全评价的指标体系,形成完整的渡槽安全评价体系。 Based on the analysis of the management of 4 aqueducts with different construction time and service life of Qixing Canal in theirrigation area of Ningxia, it analyzed from the construction quality, the flow ability to conduct site safety inspection and quality inspection;From the aspects of structure stability, structural seismic analysis accounting. Based on hierarchy analysis of aqueduct structure safetyassessment method of the various factors, the weights by using expert scoring and given, one ticket veto, such as mechanism, realized thereasonable evaluation and effective assessment of the aqueduct. Through the analysis of the field and the calculation results, the establishmentof the level of security standards; old aqueduct of safety evaluation index system; form a complete system of aqueduct of safety evaluation.4 flumes of safety appraisal conclusion has been applied to the improvement of irrigation district, for the solid and consolidate the irrigationarea water aqueduct engineering design provides the technical support; using the research results can effectively reveal the cooperatives, theold safety status of water conveyance aqueduct.: Yellow River irrigation area; water conveyance aqueduct; safety appraisal; safety evaluation
作者 张锋
出处 《人民黄河》 CAS 北大核心 2016年第7期134-137,145,共5页 Yellow River
基金 宁夏回族自治区水利科技重点项目([2014]07)
关键词 引黄灌区 输水渡槽 安全鉴定 安全评价 Yellow River irrigation area water conveyance aqueduct safety appraisal safety evaluation
作者简介 张锋(1965-),男,宁夏永宁人,高级工程师,主要从事水利工程建设与管理工作.E-mail:nxyhdzhf@163.com
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  • 1和志国,陈旭东.七星渠志[M].银川:宁夏人民出版社,2009:63-112.
  • 2西北农林科技大学.宁夏七星渠红柳沟、清水河、单阴洞和双阴洞渡槽安全鉴定系列评价报告[R].杨凌:西北农林科技大学,2014:2-22.
  • 3夏富洲,刘富奎,陈栋梁.不确定型层次分析法在渡槽结构状态评估中的应用[J].武汉大学学报(工学版),2012,45(3):277-281. 被引量:18

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