水力填築壩的英文怎麼說

中文拼音 [shuǐtián]
水力填築壩英文
hydraulic fill dam

  • : 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...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : 動詞1. (墊平或塞滿) fill; stuff 2. (補足; 充滿) replenish; supplement; complement 3. (填寫) fill in; write
  • : 築名詞(貴陽的別稱) another name for guiyang
  • : 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...
  • 水力: waterpower; hydraulic power水力剝離 [采礦工程] hydraulic stripping; strip with water; 水力采礦 hy...

※中文詞彙水力填築壩在字典百科國語字典中的解釋。

  1. Hydraulic fill dams are built of sand and silt brought into the dam in a stream of water, usually through a pipe.

    通常是用一根管子利用流把砂和粉沙運到體處
  2. Through discussion of numerical solution, the author get the effect of height of filled soil, size of culvert, width of valley, property of filled soil, construction procedure and techniques on soil stress of the culvert top ; 3. through the centrifuge test, the paper validates the reliability of numerical calculating on high - stack soil ; 4. the paper puts forward the simplified calculating method of soil stress of the culvert top on the foundation of numerical simulating and centrifuge modeling

    通過對數值解的討論,得到土高度,涵洞截面尺寸,溝谷底部寬度,溝壁坡角,體性狀,施工速度,地下對豎向位移場及涵洞頂部土壓的影響情況; 3通過離心機的模擬試驗,驗證了數值計算對高路堤的計算結果的可靠性; 4在數值模擬和室內離心機模型試驗的基礎上,提出了高方涵洞頂部土壓簡化計算方法。
  3. Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam, and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity, the article also imitates to compute the response to earthquake force, the excess vibration pore water pressure distribution and permanent deformation, predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction

    採用非線性靜、動有限元分析程序對圍的4個典型剖面進行了靜、動模擬模擬,模擬計算了體自至蓄運行和發生7地震各階段體及基的變形以及應分佈,地震應響應和地震引起的超靜振動孔隙分佈以及永久變形。判斷了體和基中出現裂縫、塑性區以及地震液化的可能性。
  4. Thirdly, because the depth of the seepage prevention wall of xia ban di dam project has the value of 85m which is the maximum depth in the dam projects in our country, the stress state of the seepage prevention wall is very complicated, the influence of nine modulus for nine kinds of seepage prevention wall material on the stress and displacement of the seepage prevention wall is studied and the rule of the change of stress and displacement with the change of characteristic parameters for seepage prevention wall under time of engineering completion and water impounding operation period is given in this paper

    第三,鑒于大基礎混凝土防滲墻深度達85m ,厚度僅為1 . 0m ,防滲規模和工程難度為國內之最,墻體應比較復雜,本文研究了大施工竣工期、庫蓄運行期防滲墻的應和變形隨墻體參數的變化而變化的規律,為大安全設計及防滲墻墻體材料的選擇提供了理論依據。
  5. A brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    介紹三峽工程的科研項目,綜述三峽工程開工以來的主要科研成果及工程應用情況,包括:一期土石圍堰基礎處理與施工技術;大江截流上下游土石圍堰平拋墊底研究;二期圍堰防滲工程研究;大江截流計算機科學管理;大混凝土澆方案及主要施工機械選型;混凝土的原材料和耐久性優化試驗研究;大基礎深層抗滑穩定研究;三峽電站進口型式研究;鋼襯鋼筋混凝土引管道研究;蝸殼打壓、廠間伸縮節問題研究;永久船閘的引航道布置、輸系統及學、高邊坡穩定、混凝土襯砌墻的結構與支護研究;特大型輪發電機組的科學研究。
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