水力填築的英文怎麼說

中文拼音 [shuǐtián]
水力填築英文
hydraulic fill

  • : 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
  • 水力: waterpower; hydraulic power水力剝離 [采礦工程] hydraulic stripping; strip with water; 水力采礦 hy...

※中文詞彙水力填築在字典百科國語字典中的解釋。

  1. It elucidates the grade and layout of the construction diversion structures, testifies the technical rationality and economic advisability that the alternative of the cofferdam uses to dam up the discharge ( p = 10 %, q = 275. 2m3 / s ) during the post - flood period, was made by hydraulic calculation, structural design, investment comparison, progress analysis and investment risk analysis

    文中說明了施工導流建物的等級、工布置。通過學計算、結構設計、導流方案投資比較、進度分析和投資風險分析,說明了四湖溝利樞紐工程採用圍堰擋汛后時段洪導流方案的合理性和經濟性,為施工決策提供理論依據。
  2. Filling construction design of uockfill dam with face slab in shuanggou water power station

    雙溝電站面板堆石壩施工設計
  3. Hydraulic fill dams are built of sand and silt brought into the dam in a stream of water, usually through a pipe.

    壩通常是用一根管子利用流把砂和粉沙運到壩體處壩。
  4. It founds natural heightening theory for warping dams and puts forward specific way of diversion, measures for preventing dam eroded and design for energy dissipation and flood storage of cofferdams and sedimentation and dewatering through exploration and study on deposition in front of natural formed dam and the techniques of building dam through hydraulic filling

    通過對天然聚湫壩體前的淤積和「壩技術的探索和研究,創立了淤地壩壩體自然加高的理論,並提出了具體的導流方式、壩體防沖措施及圍堰消能蓄洪、留淤脫設計。
  5. 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壩的4個典型剖面進行了靜、動模擬模擬,模擬計算了壩體自至蓄運行和發生7地震各階段壩體及壩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。判斷了壩體和壩基中出現裂縫、塑性區以及地震液化的可能性。
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