1) Suzhi HPP
苏只水电站
1.
Selection of Main Electric Connection for Suzhi HPP;
苏只水电站电气主接线选择
2.
The safety monitoring items established for the Suzhi HPP are complete,and the monitoring methods are simple and reliable,which can reflect the operation state of structures systematically.
介绍了苏只水电站工程安全监测项目及监测方法,并对首次蓄水期主要观测资料进行了初步分析。
3.
Taking the Suzhi HPP on the Yellow River as an example,and as for units operating at 25 m head,this paper discusses in detail the tech-economic comparison of the 2 types of axial flow Kaplan turbine and bulb tubular turbine.
以黄河上游苏只水电站为例,针对25m水头段的机组,详细讨论轴流转桨式与灯泡贯流式2种机型的技术经济比较。
2) Sujiahekou hydropower station
苏家河口水电站
1.
Water tight treatment for cofferdam foundation in fine sand layer of Sujiahekou hydropower station;
苏家河口水电站细砂层围堰堰基防渗处理
3) Chahanwusu hydropower station
察汗乌苏水电站
1.
Slipform lining construction of Chahanwusu hydropower station s flood discharge tunnel;
察汗乌苏水电站泄洪洞室滑模衬砌施工
2.
Fast-advancing construction of diversion tunnel of Chahanwusu hydropower station in Xinjiang Uygur Autonomous Region;
新疆察汗乌苏水电站导流洞快速掘进施工
3.
Study on aggregate production scheme of Chahanwusu Hydropower Station
察汗乌苏水电站工程砂石料生产方案的研究
4) Suwalong Water Power Station
苏洼龙水电站
1.
Appraisal of overburden layer sand liquefaction for dam site in Suwalong Water Power Station;
苏洼龙水电站坝址区覆盖层砂土液化评价
2.
The depth of overburden layer is large in dam site of Suwalong Water Power Station,and its components are complex, which cause many difficulties to obtain the undisturbed specimen from every layer respectively.
苏洼龙水电站坝址区覆盖层厚度大,成份复杂,各层位分别获取原状试样困难。
5) Suwalong Hydropower Station
苏哇龙水电站
1.
Application of multi-casting drilling to engineering investigation of Gongzha landslides for Suwalong Hydropower Station
多级跟管钻进工艺在苏哇龙水电站贡扎滑坡体工程勘察中的应用
6) Merowe Hydroelectric Power Station
苏丹麦洛维水电站
1.
Experimental research on the optimal pontoon axis in the 2nd stage river diversion for Merowe Hydroelectric Power Station in sudan;
苏丹麦洛维水电站二期导流下游施工浮桥轴线优选试验研究
补充资料：苏巴水电站
苏巴水电站 |
Supa Hydropower Station |
| 概 述 |
| 苏巴水电站位于印度卡纳塔克邦、加利(Kali Nadi)河上，距离最近的城市是北科拉纳区的苏巴市。工程主要为了发电。混凝土重力坝，最大坝高101m，顶长322m，体积102万m3。坝址控制流域面积1057km2，设计洪水流量7663m3/s。水库总库容41.5亿m3，有效库容37.10亿m3，水库面积129km2。水电站装机容量10万kW。设2台5万kW的机组，坝顶闸控溢洪道泄洪量为2987m3/s。共设3孔，每孔设弧形闸门。工程于1974年10月开工，1987年完工。 |