1) Jinping Hydropower Station
锦屏电站
1.
Study on RC Lining and Interaction between Lining and Surrounding Rock of Left Spillway Tunnel at Jinping Hydropower Station;
锦屏电站左岸导流洞衬砌及其与洞壁围岩间相互作用研究
2.
Application of Construction Technology in Fault Fracture Zones in Dapingzi Highway Tunnelfor Jinping Hydropower Station;
断层破碎带施工技术在锦屏电站专用公路大坪子隧道施工中的运用
2) JinPing hydro-power station
锦屏电站
1.
A typical section(K0+515m) of left spillway tunnel of JinPing hydro-power station is modeled in detail considering joint distribution using non-linear finite element method.
本文采用非线性弹塑性有限元法,对锦屏电站左岸导流洞塌方洞段的典型剖面K0+515m进行了精细模拟,研究了开挖过程中不支护与支护后洞周围岩应力应变分布及变化规律、洞周边变形及洞周塑性破坏区范围的变化,分析了局部洞段围岩失稳的成因,结果表明高地应力、洞周层面和裂隙及其特定组合是导致洞周局部不稳定的主要原因, 并预测了洞周可能存在的不稳定部位,进而对拟定的加强支护措施的有效性作出了评价,为支护的优化设计提供依据。
2.
A typical section(K0+434m) of left spillway tunnel of JinPing hydro-power station is modeled in detail considering joint distribution using non-linear finite element method.
本文采用非线性弹塑性有限元法,对锦屏电站左岸导流洞塌方洞段的典型剖面K0+434m进行了精细模拟,研究了开挖过程中不支护与支护后洞周围岩应力应变分布及变化规律、洞周边变形及洞周塑性破坏区范围的变化,分析了局部洞段围岩失稳的成因,结果表明高地应力、洞周层面和裂隙及其特定组合是导致洞周局部不稳定的主要原因, 并预测了洞周可能存在的不稳定部位,进而对拟定的加强支护措施的有效性作出了评价,为支护的优化设计提供依据。
3) Jinping Hydropower Station
锦屏水电站
1.
Prevention and control of ground water surge with high pressure and large flow for construction of auxiliary tunnel of Jinping Hydropower Station;
锦屏水电站辅助洞高压大流量地下涌水的预防与治理
2.
3D Visualization Modeling Establishment of the Side Slope of Jinping Hydropower Station;
锦屏水电站边坡三维可视化模型构建
3.
Experiment and analysis of curtain grouting on left bank of Jinping Hydropower Station;
锦屏水电站左岸帷幕灌浆试验与分析
4) Jinping Ⅰ Hydropower Station
锦屏一级水电站
1.
Jinping Ⅰ Hydropower Station Dam Site Left Abutment High Slope Complicated Rock Mechanics Problems and Engineering Treatment Measures;
锦屏一级水电站坝区左岸高边坡复杂岩石力学问题及工程治理措施研究
2.
Jinping Ⅰ Hydropower Station Silicarenite Alkaline Activity Tests;
锦屏一级水电站石英砂岩碱活性试验研究
3.
Quarry Planning and Aggregate Processing System Design of Jinping Ⅰ Hydropower Station;
锦屏一级水电站料场规划及砂石加工系统方案设计
5) Jinping Second Class Waterpower Station
锦屏二级水电站
1.
Main geological problems in diversion tunnel construction at Jinping Second Class Waterpower Station;
锦屏二级水电站引水隧洞主要工程地质问题分析
2.
Taking the surrounding rock of deep-buried caverns at the Jinping Second Class Waterpower Station as an example,uniaxial compression tests are performed to study the influence of temperature on the Poisson ratio and elastic modulus under different temperatures.
选取锦屏二级水电站引水隧洞围岩大理岩作为试样,进行不同温度条件下的单轴压缩试验,分析温度作用对大理岩弹性模量、泊松比等力学参数的影响。
6) Jinping power station II
锦屏二级电站
1.
According to the demand of Jinping power station II for hydraulic parameters,by means of CFD,all parts of model turbine including spiral case,stay vane,guide vane,runner and draft tube were optimized.
本文根据锦屏二级电站水轮机水力性能参数要求,采用CFD优化分析手段,对模型水轮机的蜗壳、固定导叶、活动导叶、转轮、尾水管进行了全面的水力性能优化。
补充资料：黄河上最大的电站——龙羊峡电站
黄河上最大的电站——龙羊峡电站
黄河上最大的电站——龙羊峡电站 贺建福撮
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条