水力发电
水力髮電
수력발전
WATER POWER
2014年
12期
94-96,100
,共4页
面板堆石坝%大坝渗漏%防渗帷幕%梅溪水库
麵闆堆石壩%大壩滲漏%防滲帷幕%梅溪水庫
면판퇴석패%대패삼루%방삼유막%매계수고
concrete rockfill dam%dam seepage%anti-seepage curtain%Meixi Reservoir
梅溪水库大坝直接建于覆盖层上，未设量水堰，坝基防渗采用垂直混凝土防渗墙。2007年1月初，位于大坝下游坝脚处的2号观测房内出现渗漏，且渗漏量有逐渐增大的趋势。对渗漏原因进行分析后认为，大坝仍是安全的。建议继续加强监测2号观测房内渗漏及渗漏水质的变化，及时分析监测资料；检查大坝下游其他部位是否有湿坡与新的渗水点及下游坝坡是否有塌陷，必要时考虑增设量水堰或放空检查。
梅溪水庫大壩直接建于覆蓋層上，未設量水堰，壩基防滲採用垂直混凝土防滲牆。2007年1月初，位于大壩下遊壩腳處的2號觀測房內齣現滲漏，且滲漏量有逐漸增大的趨勢。對滲漏原因進行分析後認為，大壩仍是安全的。建議繼續加彊鑑測2號觀測房內滲漏及滲漏水質的變化，及時分析鑑測資料；檢查大壩下遊其他部位是否有濕坡與新的滲水點及下遊壩坡是否有塌陷，必要時攷慮增設量水堰或放空檢查。
매계수고대패직접건우복개층상，미설량수언，패기방삼채용수직혼응토방삼장。2007년1월초，위우대패하유패각처적2호관측방내출현삼루，차삼루량유축점증대적추세。대삼루원인진행분석후인위，대패잉시안전적。건의계속가강감측2호관측방내삼루급삼루수질적변화，급시분석감측자료；검사대패하유기타부위시부유습파여신적삼수점급하유패파시부유탑함，필요시고필증설량수언혹방공검사。
The dam of Meixi Reservoir is directly built on overburden and does not have a measuring weir. The vertical concrete cutoff wall is used for cutting off seepage through dam foundation. However, the water seepage has appeared in the No.2 observation room at the downstream toe of dam since January, 2007, and the seepage has a tendency to increase gradually. The cause of seepage is analyzed and it concludes that the dam is still safe. It is suggested to continuously monitor the changes of seepage flow and water quality of the No.2 observation room and analyze the monitoring data timely, and examine whether there is other seepage and collapse in downstream slope of dam. If necessary, it also suggested to set a measuring weir or to empty the reservoir for examination.
