ground water movement 中文意思是什麼

ground water movement 解釋
地下水運動
  • ground : adj 碾碎了的,磨過的,磨成粉的。 ground and polished piston 【機械工程】研磨活塞。n 1 地,地面;...
  • water : n 1 水;雨水;露;〈常作 pl 〉 礦泉,溫泉;藥水。2 〈常 pl 〉水體;水域;水道;海;湖;河;海域;...
  • movement : n 1 運動;活動;進退 行動 動靜;動搖;動作;舉動;〈pl 〉姿勢;態度。2 移動 遷移。3 (市面的)活...
  1. 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。
  2. As we have already noted, the movement of water into the ground is part of the hydrologic cycle.

    我們已經說過,水向地下運動是水文循環的一部分。
  3. On the foundation of reference researches, through analyzing the condition of rainfall and hydrogeology of tian - tang river in the suburb of south - east of beijing, the mathematical models of the shallow ground water movement were founded. according to the experiment result of pump water and other reference data, the parameter of hydrogeology and ground water were established. on the foundation of present and future trend of using water on industry, agriculture and living, the solution of mathematical models were calculated by the method of finite element

    在前人研究的基礎上,本文通過對北京市東南郊天堂河流域降雨、水文地質條件的分析,建立淺層地下水運動數學模型,根據抽水試驗結果並參考有關資料確定水文地質和地下水補給的有關參數,根據工業、農業、生活現狀用水情況及未來的發展趨勢,採用有限元的方法對地下水運動數學模型進行求解。
  4. Three experimental schemes were taken, including the draining plastic board and pre - compression with stacking load, the draining plastic board and punning, the replacement treat after punning. the deep horizontal movement of soil body, hyperstatic pore water pressure, the ground surface settlements and horizontal movements, dynamic detection and static load experiment were carried out in site

    此次方案研究採用塑料排水板+堆載預壓、塑料排水板+強夯、強夯置換等三種試驗方案,對土體深層水平位移、超靜孔隙水壓力、地表沉降及地表水平位移、動力檢測和靜力荷載試驗等進行了現場測試。
  5. Surface erosion, surface infiltration and movement of ground water are possible triggering mechanisms of failures in loose filled slopes

    地表水沖蝕與滲入、地下水運動都可能引發鬆散斜坡破壞。
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