hydroelectric power station 中文意思是什麼

hydroelectric power station 解釋
水電站
  • hydroelectric : adj. 水力發電的。 a hydroelectric power station 水力發電站。n. -tricity
  • power : n 1 力，力量；能力；體力，精力；（生理）機能；〈常 pl 〉才能。2 勢力，權力，權限；威力；政權；權...
  • station : n 1 站，臺，車站；航空站，機場。2 派出所；署，局，所。3 【無線電】電臺，電視臺。 4 駐地，部戍地，...
  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. 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。
  3. Study on arch dam foundation treatment for shapai hydroelectric power station

    沙牌水電站拱壩基礎處理研究
  4. 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。
  5. Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station, the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place. it also considered possible diversified combination of loading, and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison. as a result, it vastly improved burdening state of pier. by analysis of 3 - d finite element method, it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support, and the displacement result in diversified loading combination. those results gained the instructive and reference value in design of prestressed pier

    本文結合黃河小峽水電站泄洪閘預應力閘墩這一工程實踐，採用國際上已成熟的有限元方法，合理地建立了預應力閘墩的三維有限元模型，該模型可方便地按預應力錨索的點位施加錨索預張拉力，考慮了可能發生的多種荷載工況組合，並與無預應力閘墩結構進行了對比分析研究，指出其預應力效果是明顯的，可以大大改善閘墩結構的受力狀態，通過三維有限元分析，還得到了胸墻簡支、固端不同情況下的應力成果和各荷載下的位移成果，這些成果的取得對預應力閘墩的設計具有一定的指導和參考價值。
  6. Tiger leaping gorge hydroelectric power station, located at the boundary between lijiang autonomous prefecture and diqing autonomous prefecture of the northwestard of yunnan province, is the regulating reservoir on jinshajiang river

    金沙江虎跳峽水電樞紐位於雲南省西北部迪慶藏族自治州和麗江納西族自治州交界處，是金沙江的龍頭水庫。
  7. Part of water diverting works design for mianhuatan hydroelectric power station

    棉花灘水電站輸水系統部分建築物設計
  8. As to the tunnels of jinping hydroelectric power station in sicuan province, the thesis discusses how to reasonably consider the initial stress field when designing a large - scale tunnel with high initial stress and deep buried. first, by analyzing of the rock lab tests and discusses the feature of regional geomorphology. explains the production of initial stress field, analyze the initial stress of jinping hydroelectric power station ; second, using the fem, the paper creates the real model of region. according to the results of stress measurement point, by combining of ann and fem to decide the boundary condition, the paper calculates the initial stress field ; at last, the paper analyzes the influence of the initial stress field formed from different condition on the deformation and stress of the surrounding rock, and the main factor to influence the initial stress. on the basis of the former work, the author proposes some proposals, which will be helpful for studying and designing of the similar undergroun d engineering

    首先從巖體的應力?變形的特性入手，並結合工程區域的地形地貌特徵，對巖體初始地應力場的形成做出解釋，結合錦屏水電站初始地應力的現狀提出了將地應力場進行分帶；然後建立整個工程區的實體模型，在地質分析的基礎上，以工程區右半部分為代表，參照實測點的初始地應力值，採用了神經網路與有限元相結合的方法反演了該區域的初始地應力場；最後模擬隧洞的開挖，通過計算比較分析了初始地應力場對處于不同應力帶內的隧洞圍巖穩定性的影響，在此基礎上提出了作者的建議，力圖為該類工程的研究設計工作提供有益的幫助。
  9. The jinping hydroelectric power station, located between from kala to the outlet of the yalong river, is designed as the first huge project of the river, which is rich in hydro logical energy

    錦屏一級水電站是位於我國水能資源「富礦」之一的雅礱江卡拉?江口河段的「龍頭」水庫梯級電站，具有良好的補償調節作用。
  10. Application of sliding form construction technique in hongye - 2 hydroelectric power station surge shaft concrete placement

    紅葉二級水電站調壓井豎井滑模施工技術
  11. Based on clear boundary condition of dam shoulders, with rigid limit equilibrium vector method, baihetan hydroelectric power station dam shoulders anti - sliding stability analyzing program is compiled. then, by using above program, the anti - sliding stability of dam shoulders in different modes and different load patterns are calculated in respectively, and their stability is evaluated. the analysis results indicate that the anti - sliding stability of baihetan dam shoulders can meet the need of arch dam design

    在查明壩肩抗力體邊界條件的基礎上，利用剛體極限平衡分析中的矢量法在文獻[ 1 ]基礎上編制了白鶴灘壩肩抗力體抗滑穩定性分析程序，並對白鶴灘壩肩抗力體的不同荷載情況下大塊體的穩定性進行了評價，結果表明：白鶴灘壩肩抗力體的穩定性總體上達到了拱壩設計的要求。
  12. Yunfeng hydroelectric power station dam downstream face reinforcement project design construction

    雲峰水電站擋水壩下游面加固工程的設計與施工
  13. According to baihetan hydroelectric power station dam shoulders load, side glide planes are fixed on both banks, which is controlled by base cracks on the left bank and by fault f18 and base cracks. and engineering geological characters of side glide planes

    結合壩肩抗力體荷載特點，確定了壩肩抗力體側裂邊界，左岸主要由基體裂隙控制，右岸由斷層f18和基體裂隙共同控制，並研究了側裂邊界的工程地質性狀。
  14. Supervision over longtan hydroelectric power station left bank diversion tunnel survey

    龍灘水電站左岸導流洞的測量監理
  15. At first, the author has analyzed the destroy style and mechanism of blasting, studied various factors which influence on the effect and supporting design of rock anchor beam of underground hydroelectric power station

    在首先分析爆破機理的基礎上，探討並確定了影響地下廠房巖錨梁爆破開挖成型質量和穩定性的各種因素。
  16. In the relently twenty years, in pace with the high development of highway and hydroelectric power station, being inevitable decompose to terrain and landforms, decomposed slope s steady and impelled into being and developing of landslip. thereby giving project security to bring the grave effect, condition the projects rate of aduance, ading the project invests, at the same time also probably creates great wealth loss and the personal safety

    近二十年來，隨著高等級公路和大型水電站事業的迅速發展，不可避免地對邊坡地形地貌產生破壞，給邊坡穩定性造成潛在威脅，有的甚至產生滑坡，從而給工程安全性帶來了嚴重影響，制約了工程進度，增加了工程投資，同時也可能造成重大的人身安全和財產損失。
  17. 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。
  18. Low head hydroelectric power station

    低水頭發電廠
  19. Design of mianhuatan hydroelectric power station navigation facilities passing through dam

    棉花灘水電站航運過壩設計
  20. Selection and practice of maintenance method of hoist for hydroelectric power station

    水工啟閉設備維修方式的選擇與實施
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