ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2025 ›› Issue (1): 55-.

• 资料分析 • 上一篇    下一篇

毛坦水库防渗加固后坝体结构安全分析

唐邦俊   

  1. 黄山市水利水电建设管理站,安徽  黄山,245000
  • 收稿日期:2024-08-20 出版日期:2025-02-10 发布日期:2025-04-14
  • 作者简介:唐邦俊(1990— ),男,安徽绩溪人,工程师,主要从事水利工程运行管理工作。
  • 基金资助:
    水利技术示范项目(SF-202308):病险水库除险加固效果评价成套技术示范

Structural safety analysis of Maotan reservoir dam after seepage prevention and reinforcement project#br#

TANG Bangjun   

  1. Huangshan Water Conservancy and Hydropower Construction Management Station
  • Received:2024-08-20 Online:2025-02-10 Published:2025-04-14

摘要: 以毛坦水库除险加固工程为研究对象,介绍了毛坦水库存在的病险问题及除险加固方案,采用拱梁分载法进行了毛坦水库除险加固后坝体结构安全的计算分析,并用有限元法进行验证,两种计算结果均表明坝体结构安全问题已解决,同时分析了挑流消能及坝面防渗等问题,验证了毛坦水库除险加固措施有效,可为类似工程提供参考。

关键词: 除险加固, 拱梁分载法, 有限元, 防渗

Abstract: Taking the reinforcement of Maotan reservoir as study object, this paper introduces the existing safety hazards of the reservoir and the corresponding reinforcement scheme. The trial load method is used to conduct the structural safety calculation and analysis of the dam after reinforcement, and finite element analysis is employed for verification. The results of both methods indicate that the safety issues of the dam structure have been resolved. The paper also analyzes issues such as energy dissipation during discharge and seepage control on the dam surface. It is confirmed that the reinforcement measures for Maotan reservoir is effective, providing valuable reference for similar projects.

Key words: reinforcement, trial load method, finite element method, seepage prevention

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