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深步水水库运行监测分析及大坝安全性评估OA

Operation Monitoring Analysis and Dam Safety Assessment of Shenbushui Reservoir

中文摘要英文摘要

为科学评估已运行60+a的深步水水库大坝的安全状态,系统布设了表面变形与渗流监测体系.通过采用二等水准测量、极坐标法及振弦式渗压计,对2022年5月至2024年12月间的坝体沉降、水平位移及渗漏量进行了持续观测与分析.结果表明:监测期内大坝表面变形(累计最大沉降9.1mm,位移7.1mm)趋于稳定,未见异常;但坝体渗漏量呈现逐年增加趋势,且与库水位显著相关.

A surface deformation and seepage monitoring system has been established to scientifically evaluate the safety status of the Shenbu Reservoir dam that has been in operation for over 60 years.Through the use of second-order leveling measurement,polar coordinate method,and vibrating string permeameter,this paper continuously observed and analyzed the settlement,horizontal displacement,and leakage of the dam body from May 2022 to December 2024.The results showed that during the monitoring period,the surface deformation of the dam(cumulative maximum settlement of 9.10mm,displacement of 7.1mm)tended to stabilize and no abnormalities were observed.However,the leakage of the dam body has shown an increasing trend year by year and is significantly correlated with the reservoir water level.

邓志源

佛山市高明区深步水水库工程管理处,广东 佛山 528000

建筑与水利

大坝监测水库运行管理:自动化监测大坝安全

dam monitoringreservoir operation management:automated monitoringdam safety

《云南水力发电》 2026 (8)

34-37,4

10.3969/j.issn.1006-3951.2026.08.008

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