3) upstream dam slope
上游坝坡
1.
Based on the safety assessment of it and its field conditions,the article makes a comparative study on the risk elimination and reinforcement of reservoir\'s upstream dam slope,then chooses the best plan about it.
根据灵东水库大坝安全鉴定结论以及现场条件,分析计算并比较方案,提出了上游坝坡除险加固处理的方案。
4) downstream dam face
下游坝面
1.
Scouring treatment of downstream dam face and bank slope at Changhu hydropower station;
长湖水电站大坝下游坝面、岸坡淘刷加固处理
5) upstream dam construction method
上游法筑坝
1.
In accordance with the condition of Lixi Tailings Dam at present,put forward a proposal about change upstream dam construction method into center-line dam construction method for prolonging serve period,and its feasibility is analyzed.
针对栗西尾矿库目前使用情况 ,提出改上游法筑坝为中线法筑坝来延长服务期的改造方案 ,并对改造方案进行可行性分
6) upstream tailings dam
上游式尾矿坝
1.
The law of deposition about upstream tailings dam;
上游式尾矿坝的沉积规律
补充资料：奥三面坝
奥三面坝 |
Okumiomote Dam |
| 概 述 |
| 奥三面坝位于日本新泻县岩船郡朝日村、三面川水系(Miomotegawa)三面川上，地处磐梯朝日国立公园内。非对称式抛物线混凝土拱坝，最大坝高116m，水库总库容1.255亿m3。工程目的为防洪和发电，兼有减轻下游洪水危胁和维持河道正常功能作用。电站最大装机容量34.5万kW。1981年开工，预计2001年竣工。 |