1)Gongboxia公伯峡
1.Discussion on the calculation method of slab deformation of Gongboxia CFRD;公伯峡面板堆石坝面板变形计算方法探讨
英文短句/例句
1.Optimal Design on Gongboxia Hydro-Power Station Construction During Flood Perind;公伯峡水电站施工度汛方案优化设计
2.Investment control of the construction of the Gongboxia Hydropower Station project;公伯峡水电站工程建设投资控制分析
3.Consultancy and Study of Design of Huanghe River Bridge at Gongboxia Hydropower Station公伯峡水电站黄河大桥设计咨询与研究
4.Design and Construction Technology of Concrete Facing Rockfill Dam in the Gongboxia Hydropower Project;公伯峡水电站混凝土面板堆石坝设计与施工
5.Risk Analysis and Treatment of the Faceplate Rock Dam Construction in Gongboxia Power Station;公伯峡面板堆石坝填筑施工风险分析及对策
6.Analysis and Research on the Scheme of Right-bank Flood Discharge Grotto in GongBoXia Hydro-power Station;公伯峡水电站右岸泄洪洞方案分析及研究
7.Settlement Analysis of Gongboxia Face Slab Rock-fill Dam公伯峡面板堆石坝坝体沉降变形规律分析
8.Stress and Deformation Analysis Based on 3-Dimensional Finite Element Method for Gongboxia Rockfill Dam with Concrete Face Slab公伯峡面板堆石坝三维应力变形有限元分析
9.Experiment and Optimize Run for the Level Spiraling Flow Spillway Tunnel of Gongboxia;公伯峡水平旋流式泄洪洞试验研究及运行方式的优化
10.Influence of Crush Sidewall to the Stress and Deformation of Gongboxia Concrete Face Rockfill Dam;挤压式边墙对公伯峡面板堆石坝应力和变形的影响分析
11.On Face-plate Temperature Stresses and Shrinkage Stresses of Gongboxia Face Rockfill Dam;公伯峡堆石坝面板温度应力及干缩应力问题研究
12.Study on Relief of Excavation Slope of Fossil Weathered Rock and Anchor Measure of Gongboxia Hydroelectric Powerstation;公伯峡水电站古风化岩边坡开挖松驰与锚固措施研究
13.Improvement of PLC Control Program of 1～5 Main Transformer Cooling System on Gongboxia Hydropower Station公伯峡水电站1～5号主变压器冷却PLC控制程序的完善
14.Analysis of the Concrete Faceslab Deformation and Stress for Gongboxia Dam based on Measured Data Information基于实测资料的公伯峡大坝面板变形及应力分析
15.Structure Optimizing and Project Augmentation for Internal Dissipation Discharge Tunnel with Swirling Flow Reconstructed from Diversion Tunnel of Gongboxia Power Station;公伯峡水电站导流洞改建为旋流式内消能泄洪洞的体型优化与方案比较研究
16.The three imposing gorges--Qutang, Wuxia and Xiling Gorges---extend 193 kilometers.壮丽的三峡包括瞿塘峡、巫峡和西陵峡，全长193 公里。
17.Xiling Gorge, extending 66 kilometers in length,西陵峡延绵66公里，
18.The road goes through a gap in/between the hills.公路从山间峡谷穿过.
相关短句/例句
Gongboxia reservoir公伯峡水库
1.The Gongboxia reservoir is situated in Qinghai Province, mainly inundating plains and valleys which are in a good condition for agriculture along both banks of Yellow River.公伯峡水库位于青海省境内,主要淹没黄河两岸农业条件较优越的川水区,移民搬迁人数虽只有5413人,但淹没损失较大,并对当地经济发展造成了一定程度的影响。
3)Gongbo Gorge Hydropower Station公伯峡电站
1.The foundation excavation and concrete placing of Gongbo Gorge Hydropower Station plant were constructed synchonously.公伯峡电站厂房基础开挖与厂房砼浇筑平行施工中,在控制爆破方法、爆破规模、一次允许最大起爆药量的同时,对新浇砼面和基础岩石进行了爆破地震波质点振动速度监测,并对不同爆破条件下,新浇砼和基础岩石上的振动衰减规律作了测试。
4)Gongboxia Hydropower Station公伯峡水电站
1.Doing environment protection well during the construction period of Gongboxia Hydropower Station;做好公伯峡水电站施工期环境保护工作
2.Review and Summarization the Swirling Spillway Tunnel in Gongboxia Hydropower Station;公伯峡水电站旋流泄洪洞研究总结
3.Research and practice about reconstruction of diversion tunnel into permanent rotary internal energy dissipation tunnel: A case study on Gongboxia Hydropower Station;导流洞改建为旋流式内消能泄洪洞的研究和实践——以公伯峡水电站为例
5)Gongboxia Hydro Project公伯峡水利工程
1.Application of Construction Technique for Slope Protection of Crushed Concrete Side Wall in Gongboxia Hydro Project of Yellow River;挤压式混凝土边墙固坡施工法在黄河公伯峡水利工程中的应用
6)Gongboxia Hydropower Station黄河公伯峡水电站
1.Calculation of Design Flood for Gongboxia Hydropower Station;黄河公伯峡水电站设计洪水计算
2.In view of optimal design of construction flood for Gongboxia Hydropower Station, this set of method is briefly introduced, and a clearer reply is given to some viewpoints and doubts existed for the time being.通过黄河公伯峡水电站施工洪水优化设计过程对该套方法作简要论述,并就目前存在的一些观点及疑问给予了较为明确的回答。
延伸阅读
公伯峡水电站公伯峡水电站Gongboxia Hydropower Station Gongboxia Shuldlonzhan公伯峡水电站(Gongboxia Hydropower Sta-tion)中国近期拟建水电站，位于青海省维化撤拉族自治县和化隆回族自治县交界处，是黄河干流上游龙(羊峡)一青(炯峡)河段的第四个梯级。工程主耍任务是发电并兼顾灌溉、供水。电站装机容黄1500MW，年发电女51.4亿kw·h。电站以330 kV一级电压、4回出线联人西北电力系统。可改善下游16万亩土地徽溉条件。 水文和水库特性坝址控制流域面积143619km.，多年平均流t 717 m3/s，年径流t 226亿m，，经上游龙羊峡水序调节后人库设计和校核洪峰流量分别为五百年一遇5440 m3/s，万年一遇7860 m3/s，年人库沙t 744万t.水库正常蓄水位2005.om，总库容6.2亿m，，调节库容0.75亿m3，为日调节水库.库区淹没耕地7585亩，迁移人口5340人。电站设计水头99.3m，最大工作水头106.6m，最小工作水头%.7 m. 坝址地形地质条件工程区地震基本烈度为姐度，大坝地展设计烈度为8度.坝址位于公伯峡出口段，河道平直，河谷不对称，发育有I、I、，、Iv、v级河流阶地。坝址区主要岩性为片岩、片麻岩及地层上部的花岗岩。自上游右岸至下游左岸展布的岩性软硬相间，接触较X杂。变质花岗岩中断层较发育，主要有F7、F15等。 枢纽布t水电站枢纽由液凝土面板堆石坝、右岸明集引水地面厂房、左岸滋洪道及两岸泄洪建筑物和灌溉取水口组成，见图。 大坝高127m，坝顶长423m，坝顶高租ZOIOm，上、下游坡分别为1:1.4和1，1.5。右岸I级阶地砂砾石层采用棍凝土防诊坡防渗，全长570m。右岸引水集长300m，宽约120m。进水口为混凝土重力式结构，底板高程1975m，最大坝高51.om，5条明钢管直径8.om，地面主厂房尺寸为184.05mX29 mx58.84m，内设5台单机容量3o0MW的水轮发电机组.发电机层高程1907.Zm，水轮机转速为125 r/min，吸出高度为一8.om。左岸开敞式滋洪道，设两个14X16m的表孔，垠顶商程1899m，最大泄量4394 m3/s，挑流消能.放空泄洪洞位于左岸，进口底板高程194Om，岸塔式进水口平板检修门尺寸7 mxgm，出口弧形工作门尺寸7.5 mX6m，全润长642.0m，挑流消能，最大泄t 1190 m3/s。“龙抬头”式右岸深孔泄洪洞，进口底板高程195Om，岸塔式进水口平板检修门8mxll.5m，弧形工作门7mxlom，隧润全长325.6m，最大泄t 2871 m3/s，挑流消能。灌派取水口分设在厂房进水口和滋洪道进水口的右、左侧，取水口中心高程1993.sm，引用流t分别为4.8 m3/s和3 .2 m3/s。
