水电与新能源2024,Vol.38Issue(9) :35-38.DOI:10.13622/j.cnki.cn42-1800/tv.1671-3354.2024.09.009

华安水电站大坝坝基扬压水位异常现象分析

Analysis of Abnormal Uplift Water Pressure in the Dam Foundation of Hua'an Hydropower Station

施玉群 何金平 赵和木 吴皓珉
水电与新能源2024,Vol.38Issue(9) :35-38.DOI:10.13622/j.cnki.cn42-1800/tv.1671-3354.2024.09.009

华安水电站大坝坝基扬压水位异常现象分析

Analysis of Abnormal Uplift Water Pressure in the Dam Foundation of Hua'an Hydropower Station

施玉群 1何金平 1赵和木 2吴皓珉2
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作者信息

  • 1. 武汉大学水利水电学院,湖北 武汉 430072
  • 2. 福建华电福瑞能源发展有限公司华安水力发电厂,福建 华安 363800
  • 折叠

摘要

坝基扬压力监测是确保混凝土重力坝安全运行的重要手段,坝基渗压系数是评价混凝土重力坝稳定性的重要指标.华安水电站大坝坝基布置的 11 个测压孔中,UP8 测压孔实测扬压水位明显偏高,表现异常.通过现场测试、资料分析和统计模型等方法,分析了UP8 测压孔扬压水位偏高的可能原因,评价了对大坝稳定性的影响,为同类大坝坝基扬压力异常现象分析提供了有益的参考.

Abstract

Monitoring of the uplift pressure in the dam foundation is an important approach to ensure the safe operation of concrete gravity dams,and the permeability coefficient of the dam foundation is a significant indicator to evaluate the stability of the dams.Among the eleven uplift pressure measurement holes arranged in the dam foundation of Hua'an Hy-dropower Station,the measured uplift water level in UP8 is abnormally high.Through on-site tests,data analysis and statistical model analysis,possible reasons for the anomaly are discussed and the impact on the dam stability is evalua-ted.The results provide useful reference for the analysis of abnormal uplift pressure in similar dam foundations.

关键词

大坝监测/坝基扬压力/渗压系数/异常/统计模型

Key words

dam monitoring/uplift pressure in dam foundation/permeability coefficient/anomaly/statistical model

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出版年

2024
水电与新能源
湖北省水力发电工程学会 湖北能源集团股份有限公司

水电与新能源

影响因子:0.301
ISSN:1671-3354
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