摘要
在厘定水文地质模型的基础上 ,运用数理统计和数值模拟成功地解决了困扰水库正常运行的坝基渗流问题 ,获得了关于坝基渗透稳定状况及其变化趋势的认识。研究表明 ,目前大坝的运行状况正常 ,水库在缓慢蓄水过程中 ,截水槽的薄弱部位可以得到渗透加固 ,截水槽中的填土与岩石结合面的抗渗比降可达 45以上 ;上游铺盖与截水槽结合下游排水的防渗体系有效地控制了坝基渗流 ,这为水库投入正常高水位 (31 9 5m ,32 7 5m ,331 8m)运行提供了理论依据。
On the basis of the prescribed hydrogeological model, using the method of mathematical statistics and numerical simulation, the paper successfully solves the dam foundation seepage problem perplexing the normal operation of the reservoir. It obtains the knowledge of the stability condition of the dam foundation seepage and its changing tendency. This study manifests that the present operating condition of the dam is in normal state. During the slow water storing process of the reservoir, the weak portion of the cut-off trench can be solidified due to seepage. The piping resistance of the junction of the fill and rock in the trench rises up to 45. The upstream blanket and the combination of the cut-off trench with the downstream drainage effectively controls the dam foundation seepage system. In this way, it presents the theoretical basis for the reservoir to be set at the normal high water level(319.5m, 327.5m, 331.8m) operation.
出处
《勘察科学技术》
2000年第5期36-40,共5页
Site Investigation Science and Technology
基金
河南省水利厅资助
关键词
陆珲水库
水文地质模型
坝基渗透稳定性
Luhun reservoir
observation data
hydrogeological model
impervious system
hydraulic gradient
dam foundation seepage stability
