科学技术创新2024,Issue(14) :103-106.

高拱坝坝基扬压力异常问题分析

Abnormal Problem Analysis of Dam Foundation Uplift Pressure of High Arch Dam

张明 毕生 邓树森 张峰 孙康平
科学技术创新2024,Issue(14) :103-106.

高拱坝坝基扬压力异常问题分析

Abnormal Problem Analysis of Dam Foundation Uplift Pressure of High Arch Dam

张明 1毕生 2邓树森 3张峰 3孙康平3
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作者信息

  • 1. 新疆下坂地水利枢纽工程建设管理局,新疆喀什
  • 2. 水利部建设管理与质量安全中心,北京
  • 3. 北京中水科工程集团有限公司,北京
  • 折叠

摘要

渗流特性是反映水利工程运行性态的重要内容,某高拱坝在蓄水运行3年后,渗流特性表现出了一定的异常现象.本文基于该工程渗流渗压监测数据,通过环境量数据进行统计模型建模分析,定量分析和评价了水压、降雨、温度和时效等分量对坝基扬压力的影响,并以2019年为典型年,计算了效应量的各分量变幅占比,得出由于降雨影响,水通过微细裂隙入渗至坝基导致扬压力异常,同时本文的分析思路可为同类工程监测资料分析提供借鉴.

Abstract

Seepage characteristics is an important content to reflect the operation behavior of hydraulic engineering.After three years of storage and operation,the seepage characteristics of a high arch dam show some abnormal phenomena.Based on seepage pressure monitoring data of the project,and through the statis-tical model modeling analysis combined with the environmental data,the influence of water pressure,rainfall,temperature and aging on the uplift pressure of the dam foundation is quantitatively analyzed and evaluated.Taking 2019 as a typical year,the amplitude proportion of each component of the effect quantity is calculat-ed,and it is concluded that due to the influence of rainfall,water permeates to dam foundation through mi-cro-fissure,resulting in abnormal uplift pressure.The analysis idea in this paper can provide reference for the analysis of monitoring data of similar projects.

关键词

高拱坝/安全监测/渗流渗压/坝基扬压力/统计模型

Key words

high arch dam/safety monitoring/seepage pressure/dam foundation uplift pressure/statistical model

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出版年

2024
科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
参考文献量4
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