江边水电站,Jiangbian hydropower station英语短句,例句大全

江边水电站,Jiangbian hydropower station
1)Jiangbian hydropower station江边水电站
1.Environment protection supervision of Jiangbian hydropower station during construction江边水电站施工期环境保护监理

英文短句/例句

1.Practice and consideration on risk evaluation consulting of Jiangbian hydropower project in construction period江边水电站施工期风险评估咨询实践与思考
2.Application of roughness set theory in the prediction of rock burst at Jiangbian hydropower project粗糙集理论在江边水电站岩爆预测中的应用
3.The Stability Analysis of the In-Outflow Slope of Shuangjiangkou Hydroelectric Power Station;双江口水电站进出水口边坡稳定性分析
4.Evaluation on slope stability of a hydroelectric station spillway,Lancang River澜沧江某水电站泄洪洞出口边坡稳定性评价
5.Study on the Stability of Engineering Slope of Baihetan Hydroelectric Power Station金沙江白鹤滩水电站工程边坡稳定性研究
6.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
7.Safety monitoring on high slope of on-site road of Shuangjiangkou Hydropower Project双江口水电站工程场内道路高边坡安全监测
8.Study on the Special Slope Stability in Miaojiaba Hydropower Station of Bailongjiang白龙江苗家坝水电站特殊边坡稳定性研究
9.Consolidation grouting test of tail water slope for underground factory building of Wu river Goupitan Hydropower station乌江构皮滩水电站地下厂房尾水边坡固结灌浆试验
10.Systematical Study on Engineering Geology of the Excavation Slopes Stability of Nuozadu Hydro-power Station in Lancang River;澜沧江糯扎渡水电站开挖边坡稳定性工程地质系统研究
11.Mechanism of Destruction and Stability Study of Dangerous Rock at the High-located Slope of Jinping Ⅰ Hydroelectric Station;雅砻江锦屏一级水电站高位边坡危岩体成因机理及其稳定性研究
12.Study on the Stability of Spillway Slope in Hemenkou Dam of Wudongde Ydroelectric Power Station in Jinsha River;金沙江乌东德水电站河门口坝址溢洪道边坡稳定性研究
13.The Slope Stable Analysis of the Left Bank in Front of the Dam of YaLong River GuanDi Hydroelectric Power Station;雅砻江官地水电站坝前左岸覆盖层边坡稳定性分析
14.Study on the Stability of Spillway High Steep Man-Made Slope of Nuozadu Hydroelectric Power Station in Lancang River;澜沧江糯扎渡水电站大型溢洪道高陡工程边坡稳定性研究
15.Stability Analysis on the Stability of the Sandstone Material System Slop at the Right Bank of Xiaowan Hydraulic-Power Station in Lancang River;澜沧江小湾水电站左岸砂石系统边坡稳定性分析与评价
16.Unloading Zones and Rock-mass Quality Classification Study of Dam Slope Area of Lianghekou Hydroelectric Power Station in Yalong River雅砻江两河口水电站坝址区边坡卸荷分带与岩体质量分级研究
17.THE STABILITY RESEARCH OF THE LEFT ABUTMENT SLOPE IN LIANGHEKOU HYDROELECTRIC POWER STATION OF THE YALONG RIVER雅砻江两河口水电站左坝肩心墙边坡稳定性研究
18.A Study on Persistence of Jointed Rock Mass and High-slope Stability Analysis in the ⅢA-area Slope of Xiaowan Hydropower Station in the Lancang River;澜沧江小湾水电站ⅢA区边坡节理岩体连通特性及高边坡稳定性研究

相关短句/例句

Dongjiang hydropower station东江水电站
3)Jiangkou Hydropower Station江口水电站
1.Calculation of elliptic double-curvature arch dam coordinates in Jiangkou hydropower station;江口水电站椭圆双曲拱坝坐标计算
2.Analysis of No1 rock body stability in left bank of Jiangkou hydropower station arch dam;江口水电站拱坝左岸1号危岩体稳定分析
3.Figure characteristic of ellipse double-curvature arch damin Jiangkou hydropower station;江口水电站椭圆型双曲拱坝体形特点
4)jiangkou hydroelectric station江口水电站
1.In order to simulate truly the underground water seeppage of Jiangkou Hydroelectric Station s dam area, the three dimensional seepage model was founded by 3 D FEM under the conditions of the features of terrane anisotropism and supplementary boundaries of rainfall infiltration.针对江口水电站坝址区地质条件 ,在水平和垂直方向同时进行了渗透性分区 ;采用三维有限元法 ,并考虑了岩体各向异性的特点和降雨入渗补给边界 ,对坝址区渗流场进行了计算分析。
5)Jiangya hydropower station江垭水电站
1.Analysis on extraordinary sway and vibration of third turbogenerator set in Jiangya Hydropower Station;江垭水电站3~#机组摆度振动超标原因浅析
2.The prototype observation about the crest sluice gates and the mid-orifice sluice gates of Jiangya hydropower station is described.用电测法对湖南江垭水电站溢流坝段中孔、表孔泄洪闸门进行了静、动力特性和局部开启单独及联合泄洪时的振动响应观测;评定了闸门安全性,并为江垭水电站制定闸门安全操作规程和竣工安全鉴定提供了技术资料。
6)Jiangkou water power station江口水电站
1.The geology and the topography are complex in dam site area of Jiangkou water power station.江口水电站坝址区地质地形较为复杂,大小夹层分布众多。
2.The dam in Jiangkou water power station is a double-curvature arch dam.江口水电站大坝为混凝土双曲拱坝,坝址区的软弱夹层较多,并有溶洞发育,其中以K8溶洞规模最大。