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作 者:吴银刚 孔宇田 杨东 龙益彬 孙志军 Wu Yingang;Kong Yutian;Yang Dong;Long Yibin;Sun Zhijun(Guiyang Engineering Corpration Limited,PowerChina,Guiyang,China)
机构地区:[1]中国电建集团贵阳勘测设计研究院有限公司,贵州贵阳
出 处:《科学技术创新》2024年第21期151-154,共4页Scientific and Technological Innovation
摘 要:某水电站工程规模大,输水线路长度相对短,地下厂房距离坝轴线约210 m,蓄水后渗流特性或将成为影响正常运行的重要因素。通过建立渗控系统的三维有限元模型,开展工程区域在各种工况下的三维渗流分析。计算结果表明:防渗排水系统方案布置合理、有效,可满足地下厂房系统运行要求。The scale of a certain hydropower station project is large,and the length of the water transmission line is relatively short.The underground powerhouse is about 210 m away from the dam axis.The seepage characteristics after water storage may become an important factor affecting normal operation.By establishing a three-dimensional finite element model of the seepage control system,conduct three-dimensional seepage analysis of the engineering area under various working conditions.The calculation results indicate that the layout of the anti-seepage and drainage system scheme is reasonable and effective,and can meet the operational requirements of the underground power plant system.
分 类 号:TV731.6[水利工程—水利水电工程] TV139.14
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