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1)  Bailongtan Hydropower Station
百龙滩水电站
1.
The experiment of sediment model in the dam area of Bailongtan hydropower station during its preliminary design stage is introduced in this paper The methods of sediment control proposed in the preliminary design have been improved by means of our experiment
本文介绍了百龙滩水电站初设阶段坝区泥沙模型的设计与试验情况。
2)  Longtan Hydropower Station
龙滩水电站
1.
Practice and Experience of Environment Protection and Water-soil Conservation Supervision for Longtan Hydropower Station;
龙滩水电站环保水保综合监理的实践与体会
2.
Waste Water Disposal for Macun Aggregate Production System of Longtan Hydropower Station;
龙滩水电站麻村砂石加工系统废水处理
3.
Engineering characteristics of defective geological bodies at right-bank dam abutment of Longtan Hydropower Station and analysis of their causes;
龙滩水电站右岸坝肩边坡不良地质体特征及成因分析
3)  Longtan Hydropower Project
龙滩水电站
1.
Study on the general layout and key technical issues of Longtan Hydropower Project;
龙滩水电站枢纽布置及重大问题研究
2.
Brief introduction of financial management on the Longtan Hydropower Project;
浅谈龙滩水电站工程财务管理
3.
The paper gives a presentation of the excavation process of the underground main power house of the Longtan hydropower project, which is, at the moment, one of the largest underground chambers in the world.
文章介绍了目前世界上规模最大的地下洞室之一,龙滩水电站地下厂房系统的主厂房开挖施工过程。
4)  longtan Hydroelectric Project
龙滩水电站
1.
Study on non-staged construction of NRL 400m scheme of Longtan Hydroelectric Project;
龙滩水电站按正常蓄水位400m方案一次建成研究
2.
Analysis and assessment on the stability of non-excavated slope with inverted creeping rock mass for Longtan Hydroelectric Project;
龙滩水电站蠕变岩体非开挖区边坡稳定性分析与评价
3.
Cause analysis and treatment on accumulatively weathered deep channel at right-bank dam abutment of Longtan Hydroelectric Project;
龙滩水电站右岸坝肩堆积风化深槽成因分析与治理
5)  Longtan project
龙滩水电站
1.
Safety-monitoring data used in Longtan project for high slope construction;
施工期监测资料在龙滩水电站右岸高边坡施工中的应用
2.
The RCC dam of Longtan project is one of the highest dam in the world under construction.
龙滩水电站大坝为目前世界上在建的最高碾压混凝土坝。
3.
Considering the 420m intake high slope and complicated geological conditions at the right bank of Longtan project, pre-stressed anchorage cables of 1 000 kN, 2 000 kN and 3 000 kN grades are adopted for reinforcement support so as to ensure the integral stability of the slope and the long-term safe operation of the project.
龙滩水电站边坡地质条件复杂,进水口边坡最大坡高达420m,为保证左右岸高边坡的整体稳定和工程的长期运行安全,左右岸边坡加固支护中采用了1000kN、2000kN和3000kN级预应力锚索,来提高边坡的整体稳定性。
6)  Bailingtan hydropower station lock 2~(nd) project
百龙滩水电站船闸二期工程
补充资料:哈什普龙厄水电站

哈什普龙厄水电站

Harspranget Hydropower Station


概  述

  哈什普龙厄水电站位于瑞典北博顿省波尔尤斯(Porjus)市下游8km的吕勒(Lule a¨lv)河上,距约克莫克市约30km。该工程主要用于发电。大坝为混凝土坝和粘土心墙堆石坝,最大坝高50m,库容0.06亿m3,地下式水电站,装机容量94.5万kW,年发电量22.4亿kW·h。1952年初期工程竣工。1974年开始扩建,1980年扩建完工。
  坝址以上流域面积10000km2,多年平均流量275m3/s,上游经调蓄后的年水量为83.90亿m3。最大洪水流量1700m3/s,正常水文年洪水流量1150m3/s,正常水文年枯水流量40m3/s,最小枯水流量20m3/s。水库正常蓄水位312.7m,最低水位309.7m。
  基岩主要为前寒武纪片麻花岗岩,含有伟晶岩和闪岩的岩脉,有少量的绿泥石同花岗岩混杂,但岩体没有变化,无风化迹象。在河东岸,有一个大断层,向西倾斜,倾角45°,断层含有大量的破碎岩石,电站厂房及尾水渠布置在河床与断层之间。
  工程主要建筑物包括大坝、电站厂房、溢洪道等。
  电站于1919年动工兴建,由于第一次世界大战后的经济危机而停工,1945年工程复工,初期装机3台机组,并预留装第4台机组位置。初期机组分别于1951~1952年投入运行,机组设计水头107m,设计引用流量380m3/s,总容量33万kW,平均年发电量20.2亿kW·h。
  1974~1983年,电站进行了扩建,共增装2台机组,大坝高程提高1m,两台新机组总设计流量为660m3/s。容量61.5万kW,年发电量增加2.2亿kW·h。
  溢洪道最大泄量2300m3/s,弧形闸门尺寸3m×20m(高×宽)。非常溢洪道最大泄量1200m3/s,弧形闸门尺寸2m×15m(高×宽)。

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参考词条
岩滩水电站  乐滩水电站  滩坑水电站 
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