丰满大坝历年灌浆情况综述  

Overview of Fengman dam grouting situations

作　　者：张秀丽[1] 谢霄易[1] 陈铿[1] 

机构地区：[1]国家电力监管委员会大坝安全监察中心,浙江杭州310014

出　　处：《大坝与安全》2009年第1期12-16,共5页Dam & Safety

摘　　要：丰满大坝运行之初渗漏严重,测到的最大渗漏量达16380L/min,为了防渗堵漏和降低坝体扬压力,对大坝进行了近60年的多次灌浆处理,本文综述了历次灌浆情况。At the beginning of operation of the Fengman dam, it seeps seriously. The max. measured leakage quantity reached 16 380 L/rain. The grouting have been taken for many times near 60 years to Fengman dam so as to treat the leakage and to reduce the uplift pressure of the dambody. This article summarized all previous grouting situations.

关 键 词：丰满大坝 灌浆 综述 

分 类 号：TV698.2[水利工程—水利水电工程]