排水隧道 的英文怎麼說

中文拼音 [bèishuǐsuìdào]
排水隧道 英文
sewer tunnel
  • : 排構詞成分。
  • : 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名詞1. (隧道; 地道) tunnel; underground pass2. [書面語] (道路) road3. (郊外的地方) suburbsⅡ動詞[書面語] (旋轉) turn
  • : Ⅰ名詞(道路) road; way; route; path 2 (水流通過的途徑) channel; course 3 (方向; 方法; 道理) ...
  • 排水 : drain off water; drain away water; dewatering
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  1. In view of the natural conditions in loess area of gansu, in the light of investigation conditions of seepage of built loess and weak rock highway tunnels in this area and classification of water gushing conditions for railway tunnels, and by engineering analogism, the classification of tunnel water gushing types suited the structure design of highway tunnel waterproof and drainage, and the three methods for checking and subdividing water gushing types are presented

    摘要針對甘肅黃土區的自然條件,依據該地區已建黃土及軟巖公路滲漏調查情況和鐵路隨狀態分類,運用工程類比法提出適合該地區公路結構設計的類型劃分及對涌類型校核與細分的三種方法。
  2. Applicahon of small and even catchment thechnique in the tumnel

    小平導技術在中應用
  3. E plumbing : including tunnel, platform. . etc. water supply and drainage system ; totally water pump

    :包含月臺等之給系統,給泵共763馬力污泵共141了馬力
  4. Including tunnel, platform. . etc. water supply and drainage system ; totally water pump 763hp, waste and drainage pump 1417hp

    :包含、月臺等之給系統,給泵共763馬力、污泵共141了馬力、
  5. They built a tunnel to drain water out of the mines

    他們造了一條出礦坑的
  6. Since the shallow depth excavation is the main factor to cause ground settlement in shenzhen subway tunnel, this paper discusses some corresponding countermeasures including the improvement of ground property, appropriate draining of groundwater, scheduled excavation depth and width, etc, to control strata distortion and surface settlement, and argues that these measures are expected to effectively control surface settlement while constructing city subway in soft ground excavation

    摘要針對深圳地鐵淺埋暗挖施工中影響地表下降及地層變形的因素,提出了遵循「十八字」原則、改善土體特性、適度放地下、根據地層條件選擇施工方法、增大左右線開挖面的距離、合理確定開挖進尺、提高施工效率、加強初期支護、及時施作二次襯砌等對策。
  7. Secondly, it brings forward that it is a practical technical and structure mode to use the multiple preventing layer as the water preventing and draining system in highway tunnel of loess

    然後在總結現有公路技術特點的基礎上,提出了黃土公路系統宜採用復合防層為主的適用技術與結構型式,得出了一些有益的結論。
  8. Technical code for waterproofing and drainage of railway tunnel

    鐵路技術規范
  9. It is applied to drill heavy duty pretension anchor holes at side slope of water power station, railway or highway projects, to drill drainage holes and grouting pile holes on roof of tunnel gallery

    適用於電站鐵路公路邊坡大噸位預應力錨固孔口管棚孔的施工,以及預防滑坡巖石坍塌等地質災害治理工程。
  10. The conclusion is that the extrusion presses between primary and secondary linings, elasticity of the waterproof layer and unblocked drainage layer are the vital factors influencing the waterproof layer of spraying - on acrylate membrane in tunnel composite linings

    試驗結果表明,襯砌間的擠壓應力、防層的彈性恢復能力、通暢的層對丙烯酸鹽噴膜防層在復合式襯砌中的防效能發揮重要作用。
  11. The lining of a tunnel in the area with high groundwater table does not bear high external water pressure in - normal, the surrounding rock reinforced by intrusion concrete does it. in the case, the groundwater through reinforced rock accumulated in the space between lining and rock must be drained in time

    一般鐵路通過高位富區時,不用襯砌直接承受較高的外壓力,要實現這個設計目標必須做好襯背的工作,使通過加固圈滲透過來的量及時走,及時削減累積的量。
  12. ( 2 ) when tunnel water is blocked up fully behind the lining, water pressure on the lining will reach maximum at last so long as surrounding rock near the lining is infiltrative no mattter how much the permeability coefficient of surrounding rock is

    ( 2 )採用完全不措施時,只要襯砌附近的圍巖滲,襯砌背後與含圍巖有力聯系,不論滲透系數多大,襯砌背後最終壓會達到靜壓,計算時壓不宜折減。
  13. First, on the base of investigating geleshan geologic environments, the author carefully analyzes them, studies their water storage structure, discusses the relationship of underground water dynamic changes and tunnel drainage by desiccation ; secondly, the author makes the dynamic analysis, regression analysis, routine hydrochemistry analysis, isotope analysis, so draws to guan - yin gorge anticlire east and west slot ' s karst developing features, alternated conditions underground water and supplying drain ways ; thirdly, by stating the fissuring ' s surveying data, the author calculates the seeping tensor

    作者在進行歌樂山地質環境調查的基礎上,仔細分析了大量觀測資料,研究其儲構造,掌握地下動態變化與施工涌的關系,及補給受降雨的影響情況。對周圍的地下進行動態分析、回歸分析、常規化學分析以及同位素分析,得出觀音峽背斜東西翼槽谷的巖溶發育特徵,及地下的循環交替條件、補給泄途徑;統計分析裂隙測量數據,計算滲透張量。
  14. In order to solve some technique problems of waterproof and drainage of tunnels based on controlling drainage, model tests, numerical simulations and site investigations were performed by use of two cases longtan tunnel and baiyun tunnel

    摘要針對控制放的技術中一些關鍵問題,以龍潭和白雲為依託,採用模型試驗、數值模擬、現場調查等方法進行了系統研究。
  15. Fc approved a commitment to increase the approved project estimate of 320ds from 487. 6 million by 115. 0 million to 602. 6 million in money - of - the - day prices for ssds stage i : completion of sewer tunnel system from kwai chung to stonecutters island

    財務委員會批準一項承擔額,把320ds號工程項目"策略性污放計劃第i階段:完成葵涌至昂船洲污系統"的核準工程預算增加1億1 , 500萬元,按付款當日價格計算,由4億8 , 760萬元增至6億260萬元。
  16. Pwsc endorsed a commitment to increase the approved project estimate of 320ds from 487. 6 million by 115. 0 million to 602. 6 million in money - of - the - day prices for ssds stage i : completion of sewer tunnel system from kwai chung to stonecutters island

    工務小組委員會通過一項承擔額,把320ds號工程項目"策略性污放計劃第i階段:完成葵涌至昂船洲污系統"的核準工程預算增加1億1 , 500萬元,按付款當日價格計算,由4億8 , 760萬元增至6億260萬元。
  17. The stability of lining structure and rock of tunnels should consider the action of external load. however, there is no theoritical basis for all this at present time

    按「控制」原則來設計襯砌結構受力和圍巖穩定性影響宜考慮外荷載的作用,然而現行設計規范尚沒有這方面的理論和依據。
  18. Drainage improvement in northern hong kong island - hong kong west drainage tunnel

    港島北部雨放系統改善計劃港島西雨
  19. Proposed works for drainage tunnel in tsuen wan

    荃灣雨的擬建工程
  20. The contract, valued at $ 2. 8 billion, involves the construction of two parallel tunnels, each of about 5. 2 kilometres, from east rail north of sheung shui under long valley to chau tau

    該合約價值二十八億元,涉及興建兩條並,每條長約五點二公里,穿越?原,連接東鐵上車站以北與洲頭。
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