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燕山水库大坝渗流监测分析OA

Analysis of Seepage Monitoring Data for the Yanshan Reservoir Dam

中文摘要英文摘要

为探究燕山水库大坝渗流性态,采用过程线法、相关性分析、位势分析法对水库原型观测资料进行分析.结果表明,大坝防渗体及坝基上游侧渗压计与库水位呈正相关,各断面测点水位值沿着渗流路径减小,浸润线经过防渗体明显降低,坝体及坝基整体防渗效果良好;大坝两岸坝肩不存在明显绕坝渗流;泄洪洞、输水洞外围岩体渗流性态正常;渗流量与上游库水位正相关,大坝渗流量总体呈减小趋势.综上,燕山水库大坝、坝基及泄洪洞、输水洞等建筑物渗流性态整体正常.

In order to explore the seepage behavior of the Yanshan Reservoir dam,the process line method,correlation analysis and potential analysis method were used to analyze the observational data of the dam prototype.The results indicate that the piezometers in the dam's impervious body and the upstream side of the foundation exhibit a positive correlation with the reservoir water level.The hydraulic head at each measuring point decreases along the seepage path,and the phreatic line drops significantly after passing through the impervious zone,demonstrating satisfactory overall anti-seepage performance of the dam and its foundation.There are no significant seepage around the dam abutments on both sides.The seepage behavior of the surrounding rock mass of the spillway tunnel and the water conveyance tunnel are normal.The seepage discharge shows a positive correlation with the upstream reservoir water level,and the overall seepage volume displays a decreasing trend.In conclusion,the seepage behavior of the Yanshan Reservoir dam,its foundation,the spillway tunnel,and the water conveyance tunnel are generally normal.

黄晓倩;封雨彤;王志鹏;翟晋浩

河南省燕山水库运行中心,河南 郑州 450003河南省燕山水库运行中心,河南 郑州 450003河南省燕山水库运行中心,河南 郑州 450003河南省水利移民事务中心,河南 郑州 450003

建筑与水利

土石坝渗流性态相关性分析位势分析燕山水库

earth-rock damseepage behaviorcorrelation analysispotential analysisYanshan Reservoir

《河南水利与南水北调》 2026 (4)

62-64,3

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