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西山水库坝型比选及堆石重力坝结构设计计算

孙兆祥 王海波 田锋

云南水力发电2024,Vol.40Issue(10):216-219,4.
云南水力发电2024,Vol.40Issue(10):216-219,4.DOI:10.3969/j.issn.1006-3951.2024.10.047

西山水库坝型比选及堆石重力坝结构设计计算

Comparison and Selection of Dam Types for Xishan Reservoir and Structural Design Calculation of Rockfill Gravity Dam

孙兆祥 1王海波 1田锋2

作者信息

  • 1. 贵州新中水工程有限公司,贵州 贵阳 550081
  • 2. 西南大学资源环境学院,重庆 400715
  • 折叠

摘要

Abstract

Xishan Reservoir has unfavorable conditions such as strong weathering and thick rock mass at the dam line,developed cracks,and poor anti-sliding and anti-deformation ability of the right bank mountain.Based on objective conditions such as terrain and geology in the dam site area,this article compares and demonstrates the key technical contents of engineering layout,dam type suitability,construction conditions,and engineering investment between rigid and flexible dams,and designs the optimal gravity dam type with good matching engineering characteristics and economy.The calculation results indicate that the layout scheme of the gravity dam hub is technically feasible and structurally reasonable.The research results can provide technical support for the smooth construction of engineering projects.

关键词

坝型比选/重力坝/抗滑稳定/应力分析

Key words

comparison and selection of dam types/gravity dam/anti-skid stability/stress analysis

分类

建筑与水利

引用本文复制引用

孙兆祥,王海波,田锋..西山水库坝型比选及堆石重力坝结构设计计算[J].云南水力发电,2024,40(10):216-219,4.

基金项目

重庆市水利科技项目(SLK2023072) (SLK2023072)

云南水力发电

1006-3951

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