水電站壩 的英文怎麼說

中文拼音 [shuǐdiànzhànbà]
水電站壩 英文
hydroelectric dam
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  • 電 : Ⅰ名詞1 （有電荷存在和電荷變化的現象） electricity 2 （電報） telegram; cable Ⅱ動詞1 （觸電） give...
  • 站 : Ⅰ動詞1 （站立） stand; be on one s feet 2 （停下來; 停留） stop; halt; pause Ⅱ名詞1 （停車點） st...
  • 壩 : 名詞1 （攔水建築物） dam2 （固堤建築物） dyke; embankment 3 [方言] （沙灘; 沙洲） sandbar; sandba...
  • 水電站 : [簡] （水力發電站） hydroelectric （power） station; hydropower station水電站自動化 automation of...
  • 水電 : hydroelectricity; hydropower; water and electricity
  1. Inspection of xiluodu hydroelectric power station dam foundation consolidation grouting test

    溪洛渡水電站壩基固結灌漿試驗檢測
  2. Test process of consolidation grouting without ballast in dam foundation of goupitai hydropower station

    構皮灘水電站壩基無蓋重固結灌漿試驗工藝
  3. With regard to its field drilling applications in the geologically loose sandy pebble layers, kl vegetable - gum drilling fluid showed itself with excellent rheological behaviours in its abilities of lubrication, lost circulation, suspension and removal of debris, anti - shear shinning, and high coring rates, which satisfactorily meet the demands of geological boring in the dam foundation of huangjin ping hydroelectrical power plant

    通過在黃金坪水電站壩基深厚砂卵石覆蓋層鉆探取芯的現場試驗，證明了kl植物膠沖洗液具有優良的流變特性，潤滑、堵漏、懸浮排除巖屑和抗剪切稀釋能力顯著，可實現高取芯率，能很好的滿足地質鉆探對取芯質量的要求。
  4. Comparison of results of conventional and high pressure water - pressure tests on the dam foundation rock masses of xiluodu hydroelectric station

    溪洛渡水電站壩基巖體鉆孔常規壓水與高壓壓水試驗成果比較
  5. Because there are several periods of tectonic movement and several tectonic zones " development and complex superposition at da gangshan hydropower staion, geological structure in dam area is great complex and water - bearing media has the characteristic if inhomogeneity, which make it difficult to further clarify the burial condition of different bearing aqueous structure and the development of ground water system at the dam area

    由於大崗山水電站壩區存在多期次的構造運動以及多個構造帶的共同發育、復合疊加，使得壩區地質構造顯得錯綜復雜以及含水介質的不均一性，使得進一步闡明壩區不同承壓儲水構造埋藏條件和壩區地下水系的發育特點變得很困難。
  6. Xiaowan hydropower station, with its 292m high arc dam, is the largest one under construction in the lancang river

    瀾滄江小灣水電站壩高292m ，是目前在建的最高的拱壩。
  7. The fractures in the right bank of some dam are composed of the tension fractures dipping toward to the inner slope and perpendicular to the slope strike

    摘要西南某水電站壩區右岸不但發育陡傾坡內並與坡面走向大致平行的張裂隙和斷層也有一系列傾角近於直立與坡面走向近於垂直的張裂隙。
  8. Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station. and the engineering geological conditions of rock mass are carefully studied in the paper. the modified csmr are adopted to perform the classification of the slope rock mass, the results of which are combined with the macroscopic stability of the high slope. on the basis of these, the methods of geological diagnosis and the finite element analysis are applied to analyze and compute the overall stability of the high slope

    本文在闡明錦屏一級水電站壩區巖體的形成和演化特徵的基礎上，詳細研究了拱肩槽高邊坡巖體的結構特徵及岸坡巖體淺表生改造特徵，建立了岸坡巖體淺表生改造與岸坡演化模式，分析研究了巖體的物理力學性質，採用修正的csmr法對拱肩槽高邊坡的巖體質量進行分級研究，在此上基礎之上，採用地質分析判斷和有限元分析等方法，對高邊坡整體穩定性進行了系統分析、計算與評價；應用塊體理論對高邊坡的局部穩定性進行了分析計算，確定局部不穩定塊體的規模、出露范圍，從而對拱肩槽高邊坡的局部穩定性有了系統全面的認識和了解。
  9. Application and analysis of bolt stress meters in abutment construction project in yunnan provice

    雲南某水電站壩肩邊坡的錨桿應力計應用與分析
  10. Design and construction of grouting reinforcement to the dam body of xinan jiang hydropower station

    新安江水電站壩體補強灌漿設計與施工
  11. Develops an unsteady mathematical model of ventilation system for the corridor in dam

    摘要以水電站壩體廊道通風系統為研究對象，建立了非穩態數學模型。
  12. The creep - slide - body of jinlongshan - section - ii locates the left bank of a reservoir which is situated the downstream of the yalongjiang river

    位於雅礱江下游某水電站壩前左岸的金龍山區蠕滑體勘探資料詳盡，監測資料全面、連續。
  13. The dam protected height is determined as 15m higher above reservoir water level during initial reservoir impounding period in order to preventing surge damage caused by landslide

    李家峽水電站壩前號滑坡屬有蠕滑活動的老滑坡，體積為1845 104m ~ ，為預防滑坡涌浪危害，初期蓄水期間壩前設防高度15m 。
  14. Abstract : analysis of coupled seepage and stress fields in the area around the dam of xiaowan hydropower station is executed by means of the model of multi - level fracture network for coupled seepage and stress fields in rock mass and the finite element method

    文摘:採用巖體滲流場與應力場耦合分析的多重裂隙網路模型，對小灣水電站壩區建壩蓄水后的滲流場與應力場進行了三維有限元分析與計算。
  15. There had grown a lots of dislocation interfaces in the emeishan volcanic of permian period in the dam area of the jinsha river xiluodu hydroelectric power station being planned to build. the dislocation interfaces have great unslighting influence to the engineering stability of the dam

    擬建的金沙江溪洛渡水電站壩區二疊系峨眉山玄武巖中發育有一定數量和規模的層間和層內錯動帶，它們對大壩的工程穩定性有著不可忽視的影響。
  16. Design and construction of the chemical grouting for the shale rock dam foundation of the xinanjiang hydroelectric project

    新安江水電站壩基頁巖化學灌漿試驗設計與施工
  17. Application of uncovered heavy single pressure grouting in consdidation grouting for dam foundation of ertan hydroelectic plant

    無蓋重純壓式灌漿在二灘水電站壩基固結灌漿中的應用
  18. The essential cause inducing weather and unloading is distict difference between epigenetic - surface and deep condition. firstly, the dissertation introduces the background conditions that are the base of damsite granite rockmass weathring and unloading ; secondly, the mechanism of the rockmass weathering and unloading is probed into ; thirdly, different degree weathered zones and load - off zones are compartmentalized. tastly, right rockmass which meet the dambase demand is choosed. above - mentioned is the dissertation " s technical course which is clearly from base research to application research.

    本文以黃河拉西瓦水電站壩基花崗巖體為研究對象，從風化、卸荷發生的根本原因?巖體在地表與深部存在巨大環境差異為契入點，制定了從背景條件?機理研究?風化、卸荷分帶?壩基可利用巖體選取這樣一條從基礎研究到應用研究的較為明晰的技術路線。
  19. Inverse analysis of seepage parameters for dam fundation of a hydropower station

    某水電站壩址區三維滲流參數反演
  20. Taking fossil weathered rock mass of gonboxia hydroelectric power station as example, engineering characters are studied and mechanics parameters are defined on the base of abundant abundant field investigation and experiment

    本文以黃河公伯峽水電站壩址區分佈的古風化巖體為研究對象，在深入野外調研、試驗的基礎上，對其工程特性進行了研究，合理確定了古風化巖的物理力學參數。
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