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贵州省白马山水库混凝土砌石拱坝优化设计
引用本文:成克雄,;谭剑波.贵州省白马山水库混凝土砌石拱坝优化设计[J].黄河水利职业技术学院学报,2014(3):1-3.
作者姓名:成克雄  ;谭剑波
作者单位:[1]遵义水利水电勘测设计研究院,贵州遵义563000; [2]杨凌职业技术学院,陕西杨凌712100
摘    要:贵州省白马山水库大坝是一座混凝土砌毛石重力单曲拱坝,最大坝高48 m,采用ADAO拱坝分析与优化软件,对坝体结构、应力变形、坝肩稳定性等进行了分析。调整了设计方案,使坝体设计方案满足SL25-2006和SL282-2003等技术规范要求。

关 键 词:贵州省  白马山水库  砌石拱坝  参数分析  方案优化

Research on Optimization Design of Baima Mountain Reservoir Concrete Stone-laying Arch Dam of Guizhou Province
Affiliation:CHENG Ke-xiong, TAN Jian-bo (1. Zunyi Water Conservancy and Hydropower Survey and Design Institute, Zunyi 563000, Guizhou, China; 2. Yangling Vocational and Technical Institute, Yangling 712100, Shanxi, China)
Abstract:Baima mountain reservoir dam of Guizhou province is a single concrete gravity arch dam with a maximum height of 48 meters, which built by laying stones rubble by masonry technique. This article analyzes the dam body structure, stress deformation and dam abutment stability by adopting analogy method and combining ADAO arch dam analysis and optimization software, it adjusts the design scheme of dam body to satisfy the requirement of SL25-2006 and SL282-2003 technical specification.
Keywords:Guizhou province  Baima mountain reservoir  stone-laying arch dam  parameter analysis  scheme optimization
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