Dam & Safety ›› 2021, Vol. 0 ›› Issue (2): 60-.

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Anti-sliding stability analysis of the left slope of Hongmei reservoir

ZHOU Kefa and YANG Hanhai#br#   

  1. Nanjing Hydraulic Research Institute
  • Received:2020-08-31 Revised:2020-11-18 Online:2021-04-08 Published:2021-11-25

红梅水库左岸边坡抗滑稳定分析

周克发1,杨汉海2   

  1. 1. 南京水利科学研究院大坝安全与管理研究所,江苏  南京,210029;2. 贵州水投水库管理有限责任公司,贵州  贵阳,550081
  • 作者简介:周克发(1981— ),安徽含山人,硕士,高级工程师,从事大坝安全研究。

Abstract: Based on the anti-sliding stability calculation, combined with on-site inspection and operation, the stability of the left slope of Hongmei reservoir is analyzed. Analysis results show that: the left slope is under normal condition and the anti-sliding stability of the left slope can meet the regulatory requirements. It is suggested that patrol inspection, safety monitoring and management should be strengthened in operation to ensure dam safety.

Key words: Hongmei reservoir, left slope, anti-sliding stability

摘要: 在左岸边坡抗滑稳定计算的基础上,结合现场检查和运行情况,分析了红梅水库左岸边坡稳定性。分析结果表明:左岸边坡目前运行正常,抗滑稳定性满足规范要求。建议运行中应加强巡视检查、安全监测与管理,保障大坝安全。

关键词: 红梅水库, 左岸边坡, 抗滑稳定分析

CLC Number: