1)Wujiangdu Hydropower Station乌江渡水电站
1.Test and Study on Dynamic Balance of the Generating Unit for Wujiangdu Hydropower Station after Capacity Increase;乌江渡水电站增容改造后机组动平衡试验研究
2.Study on Observing Anti-seepage Curtain in Dam Area of Wujiangdu Hydropower Station;乌江渡水电站坝区防渗帷幕的观测研究
3.Crack Analysis and Treatment of the Runner of Wujiangdu Hydropower Station;乌江渡水电站转轮裂纹分析及处理
英文短句/例句
1.Seepage State Analysis and Evaluation for Wujiangdu Hydropower Station乌江渡水电站绕坝渗漏性态分析与评价
2.Construction technique of anti-seepage curtain grouting for underground powerhouse of Wujiangdu hydropower station enlargement project乌江渡水电站扩机工程地下厂房防渗帷幕灌浆施工技术
3.An improved PSO algorithm embedded TS for economic operation of Wujiangdu hydroelectric plant结合禁忌搜索思想的粒子群算法在乌江渡水电站厂内经济运行中的应用研究
4.Hongjia Ferry hydropower station is a tap station of wujiang River step exploitation in Guizhou province.洪家渡水电站是贵州省乌江梯级开发的一个龙头电站。
5.Design Features of the Generator of Wujiang Shatuo Hydropower Station in Guizhou贵州乌江沙沱水电站发电机设计特点
6.The Water Turbine Stability Problem Study for Wujiang Goupitan Hydropower Station;乌江构皮滩水电站水轮机稳定性问题研究
7.Research on Long-Mid Term Optimal Dispatching of Hydroelectric Plant in Wujiang River;乌江梯级水电站中长期发电优化调度研究
8.Effect of Wujiang River cascade hydropower stations on West to East Power Transmission Project;乌江梯级水电站在贵州西电东送中的作用
9.Research and Application of Economic Operation of Wujiang Cascaded Hydroelectric Stations;乌江梯级水电站的经济运行研究及应用
10.Earthquakes Safety Evaluation and Research on Yinpan Hydroelectric Power Station in WuJiang River乌江银盘水电站地震安全性评价与研究
11.Study on High Slope Stability at the Dam Site of the Wudongde Hydropower Station in Jinsha River金沙江乌东德水电站坝址高边坡稳定性研究
12.Design and Construction of Impermeable and Anti-breath Cofferdam in Siling Hydropower Station,Wujiang,Guizhou贵州乌江思林水电站围堰防渗闭气设计及施工
13.Talking about Economizing on Energy and Water of Wujiang Cascade Hydropower Stations from Operational Mode从运行方式谈乌江梯级水电站节能降耗工作
14.Study on Short-Term Generate Electricity Optimal Dispatching System of Wujiang River Cascaded Hydropower Stations and Reservoirs;乌江梯级水电站水库群短期发电优化调度系统研究
15.Using Microsatellite Markers to Assess the Impacts by Pengshui Hydropower Station on Wujiang River on Population Genetic Diversity in Pseudogyrincheilus procheilus利用微卫星标记评估乌江彭水水电站对泉水鱼的遗传多样性影响
16.The Study of Glacioflurial Deposit Slop s Stability Nearby Da Du River s Shuang JiangKou Power Station;大渡河双江口水电站近坝段冰水堆积体稳定性研究
17.The Study of Ye Long Glacioflurial Deposits Stability Nearby Da Du River's Shuang Jiang Kou Power Station大渡河双江口水电站近坝库岸业隆冰水堆积体稳定性研究
18.Concrete construction technique for lining of diversion tunnel(No.1 tender section) of Pengshui Hydropower Station on Wujiang River乌江彭水水电站导流洞第一标段洞身混凝土施工技术
相关短句/例句
the extension project of Wujiangdu Hydropower Station乌江渡水电站扩机工程
1.The construction area of the extension project of Wujiangdu Hydropower Station has complex geologic conditions, developed karst with strong seepage conditions.乌江渡水电站扩机工程施工区地质条件复杂,岩溶发育,存在渗漏条件。
3)Wujiang Hongjiadu Hydropower Station乌江洪家渡水电站
1.The excavated side height at the left abutment of Wujiang Hongjiadu Hydropower Station is 310 m, the highest one in water conservancy and hydropower construction history of China.乌江洪家渡水电站左坝肩高边坡开挖高度 310m ,是中国水利水电工程史上开挖最高的边坡 ,该边坡的稳定问题众所瞩目 ,文章采用弹塑性有限元数值模拟方法对左坝肩高边坡施工期岩体应力应变状态进行分析研究 ,从而对左坝肩高边坡的稳定性进行评
4)Pengshui Hydropower Station on Wujiang River乌江彭水水电站
1.Concrete construction technique for lining of diversion tunnel(No.1 tender section) of Pengshui Hydropower Station on Wujiang River乌江彭水水电站导流洞第一标段洞身混凝土施工技术
5)Wujiang River cascaded hydropower station乌江梯级水电站
6)Shatuo Hydropower Station乌江沙沱水电站
1.Analyses on Seepage of Area between Rivers on The Right Bank of Reservoir Head of Shatuo Hydropower Station on Wujiang River;乌江沙沱水电站库首右岸河间地块渗漏浅析
延伸阅读
乌江渡水电站 中国西南电网中的大型骨干电站，位于贵州省遵义市南55km长江支流乌江的中游。装机容量63万kW。水库总库容23亿m3，为季调节水库。枢纽以发电为主，兼有航运效益。坝址处河道两岸山坡陡峻，水量充沛。坝址以上控制流域面积27790km2,多年平均流量502m3/s。当地为三迭系石灰岩地层，地质构造复杂，除断层、裂隙外，岩溶十分发育，溶洞最大深度达河床下200m，洞高最大达50m。该电站于1970年开始施工准备,其后曾一度停工，1979年第一台机组发电，1983年竣工。水电站建筑物包括一座混凝土拱形重力坝，坝高165m，是中国在复杂岩溶区兴建的第一座高坝。为使坝基坚固密实和水库不漏水，施工中进行了大规模基础处理。例如在两岸岩体里的溶洞内回填混凝土，体积达8万m3;钻灌防渗帷幕纵向长约1020m，一般深80m（最深处达河床下260m），总面积18.7万m2，分别在10条地下隧道内施灌处理成功，为中国溶岩地区筑坝创造了经验。由于河谷狭窄，最大泄洪流量达21350m3/s，故泄洪方式新颖多样。4个坝顶溢流孔，水流沿坝下游面下泄,在达到坝后厂房顶前,先挑向空中，再越过厂房落入下游河道（即采用挑越式厂房）；左右岸各设有一孔滑雪式溢洪道（见彩图）和一个泄洪洞，它们的出口布置在远近高低不同的地点，使洪水分散落入下游河道，消能效果良好。坝后厂房为全封闭式，安装3台单机容量21万kW 的水轮发电机组,多年平均发电量33.4亿kW·h，供电给贵州、四川两省, 主要起调峰作用。此外还有100t级升船机，设计年过坝能力50万t。
