過渡層地下水 的英文怎麼說

中文拼音 [guòcéngdexiàshuǐ]
過渡層地下水 英文
intermediate ground water
  • : 過Ⅰ動詞[口語] (超越) go beyond the limit; undue; excessiveⅡ名詞(姓氏) a surname
  • : Ⅰ動詞1 (由此岸到彼岸;通過) cross (a river the sea etc ) 2 (渡過) tide over; pull through 3 ...
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  • : 下動詞1. (用在動詞后,表示由高處到低處) 2. (用在動詞后, 表示有空間, 能容納) 3. (用在動詞后, 表示動作的完成或結果)
  • : 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...
  • 過渡 : transition; transit
  1. Through synthetically study, some achievements are made as follows : 1. based on the application of sequence stratigraphy, for the first time the characteristics of sequence stratigraphy in the xicheng concentrated mineralization area are discussed systematically and 13 three graded imperfect sequences of devonian stratum are recognized. the result shows that hydrothermal sedimentary mineralized type and hydrothermal sedimentary - rebuilded mineralized type ore deposits occur in intergrade between two sequence, as well as occur in intergrade between highstand systems tract and transgressive systems tract

    對該區礦床成礦作用的綜合分析研究,取得了如一些成果和認識: 1 )應用學理論,首次系統論述了該區泥盆系的特徵,識別出13個不完整的三級序,並進行了區域對比。分析發現海底熱沉積型礦床和海底熱沉積-改造型礦床的賦礦部位是兩個序的部位,既高位體系域向海侵體系域
  2. It also has important reference value for the similar construction. by the safety and seismic evaluation of this aqueduct bridge, it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup, its intensity basically reached the need of primary design. ( 2 ) from the side of carrying capacity, rib arch could satisfy the needs under the action of wind and earthquake, but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need

    對東滑峪槽進行安全性能和抗震性能評估后表明: ( 1 )槽除肋拱頂面有保護剝落、箍筋外露,結構基本完好,其強度基本達到西安理工大學工程碩士專業學位論文原設計的強度要求; ( 2 )從承載力方面看,在風荷載、震作用,肋拱基本滿足要求,個別排架橫梁不滿足要求,肋拱連系梁普遍不滿足要求;計入平橫槽向震作用的工況為設計控制工況。
  3. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大口區「三木花園」開發建設項目,從空間靜力結構穩定性分析角度出發,針對在該項目中涉及的高和多建築物以及在其20米處開挖了一個用於軌道交通的跨度6米,高7 . 5米的隧道這一具體工程情況,採用2d - 3d -有限元結構分析程序對高與多建築物的基基礎及其與城市軌道交通使用的隧道圍巖的應力與位移演變規律進行了有限元數值分析計算,探索了空間圍巖與高或多建築物基基礎之間的相互影響,通考慮未受到任何人為擾動影響的天然狀態、表存在多或高建築物狀態和開挖用於軌道交通的隧道狀態等三種不同狀態以及4個平剖線和4個垂直剖線等不同情況,從以幾個方面具體分析研究了計算斷面的應力與位移分佈規律: ( 1 )在各種不同狀態計算斷面的主應力矢量圖、位移分布圖( ux 、 uy )以及應力等值線色譜圖( _ 1 、 _ 2 、 _ ( xy ) )等; ( 2 )相同狀態不同平與垂直剖線的應力_ 1 、 _ 2和_ ( xy )對比分佈曲線; ( 3 )不同狀態相同平或垂直剖線的應力_ 1 、 _ 2和_ ( xy )的對比分佈曲線等,為今後在對空間的開發利用以及在高建築物開挖硐室時的工程設計和工程施工提供參考依據。
  4. The community productivity, structure and succession are significantly influenced by global climate changes. this study focused on soil respiration rate of stipa baicalensis grassland by using dynamic infrared gas absorbed method. we analyzed diurnal pattern of soil respiration rate and the influences of surface soil temperature and water content for this parameter, then compared the differences between day and night soil respiration rates, and explored the correlations between aboveground and underground biomass with the soil respiration

    溫帶的半乾旱、半濕潤區草甸草原屬于氣候影響形成的植被類型,對環境氣候條件變化十分敏感,為了揭示半乾旱、半濕潤區草甸草原生態系統土壤碳素釋放規律及其對主要環境因子的響應,本研究採用動態室紅外氣體吸收法測定松嫩草甸草原典型群落? ?貝加爾針茅群落土壤呼吸速率,分析了土壤呼吸速率日變化規律及表土壤溫度和含量對土壤呼吸速率日變化的影響,比較了土壤呼吸速率的晝夜差異,探討了上生物量和生物量與土壤呼吸速率之間的相關關系。
  5. This experiment include many contents, in a word, that is summer condition experiment, winter condition experiment > summer - winter transition condition experiment and winter - summer transition condition experiment, furthermore summer condition experiment still include flux changing experiment and winter condition experiment still include thermal balance experiment this article dealt with the data of the test, calculating out energy absorbing ( energy discharging ) of buried pipe in winter condition ( summer condition ), input power of heat pump x heat exchanging of piece buried pipe length x co - efficiency performance ? op ( energy efficiency rate ? er ) and average heat exchanging coefficient ; in additiont this article compares the inlet water temperature and outlet water temperature of underground the first layer and the second layer buried pipe when heat pump was running, the results are that the heat exchanging ability of the second layer buried pipe outgos the first layer buried pipe, and heat exchanging is more stable ; and still analyse earth temperature resuming in the transition season. the results are earth temperature resume fast in the first week when the heat pump runs off

    本文測試內容相當多,概括說就是四個工況的測試,即夏季製冷工況的測試、冬季供熱工況的測試、夏?冬季測試和冬?夏季測試;另外在夏季工況的測試中還進行了變流量測試,在冬季工況的測試中還進行了熱平衡測試。本文對測試數據進行了處理,計算出了冬(夏)季工況埋管吸(放)熱量、熱泵空調器供熱量(製冷量) 、熱泵空調器輸入功率、埋管單位管長換熱量、供熱性能系數(製冷能效比)和平均傳熱系數等;另外,還比較了熱泵運行時一二埋管進出溫度變化情形,得出埋管換熱能力優于埋管,且換熱很穩定;並分析了一二埋管溫度恢復情形,得出熱泵系統停機一周內溫恢復特別快。
  6. The separation of gas and oil and water only limits to small system of gas pool and there are not separation of gas and water in the large bound. the border water is not active, the system of gas and water is small and driving power of water is poor. the degree of mineralization of strata water is lower, the type of water is sodium carbonate and respects the character of closing transition in the continent circumstance

    油氣分異僅限於一個小氣藏系統,不存在大范圍的氣分異現象;氣藏邊底不活躍,氣系統連通范圍較小,體驅動能量有限;礦化度較低,型以碳酸鈉型為主,代表大陸環境的封閉帶特徵。
  7. There are two series of cu, au deposits, the stratiformed deposits and the intrusive - related ones in the mineralization belt of the middle and lower reaches of the yangtze river area. comparative studies on forming geodynamic backgrounds, geological and geochemical conditions of the ore - forming systems have been undertaken in this paper. the stratiformed deposits were formed in hercynian period by submarine exhalation - sedimentation sedex of hot brine through the synchronous basement faults in a tensional environmental, and the intrusive - related deposits were formed in yenshanian in a tensional or a transitional period to tensional environment during the upper mantle doming by water - rock interaction and complex transport - chemical reaction dynamic processes, the ore - forming fluids were mainly magmatic water from melt - fluid partition and some meteoric water

    成礦流體系統形成的球動力學背景及球化學條件對比研究表明,賦存於石炭系中的狀銅金礦床是海西期拉張背景熱鹵沿同生斷裂經噴流作用形成的海底噴流熱沉積礦床與燕山期中酸性侵入巖有關的銅金礦床是在上幔隆起張性或向張性背景形成的,是中酸性巖漿經熔體流體分離作用形成的巖漿熱液與大氣降混合,經巖作用等復雜的輸運和化學反應耦合程的動力學產物。
  8. With the input of a vibration acceleration history of subway train, a full dynamic analysis of soil - pile - structure is carried out. the propagation of vibration wave on the ground and vibration responses of the huge platform and the storied buildings are analyzed. some conclusions are drawn as follows : ( 1 ) with the increase of the distance to the vibration source, vibration intensity of the ground decreases ; ( 2 ) the vibration intensity of the ground in vertical direction is slightly larger than that in horizontal direction ; ( 3 ) with the increase of the distance to the vibration source, the situation that the vibration intensity of each building in horizontal direction is maximum at highest and lowest story whereas minimum at the middle story changes gradually to that decreasing with the height of building ; ( 4 ) in vertical direction, the vibration velocities and accelerations at the end points of each story of a building are the nominal identical, which indicates that the vertical vibration of them is unanimous ; ( 5 ) the vibration intensity in vertical direction of a building is larger than that in horizontal direction ; ( 6 ) increasing of the elasticity of track is an effective way to abate vibration of ground and buildings

    本文以北京鐵八王墳車輛段上超大結構(車輛段大平臺及其上的小區樓房)及其基基礎為研究對象,在研究和分析有關資料的基礎上,用快速拉格朗日有限差分法軟體flac建立了二維數值分析模型,並以列車振動加速度時程作為模型輸入,進行了基?樁基礎?上結構的整體動力學分析,分析了鐵列車運行產生的振動在面的傳播規律及其對上結構的影響,得到了如結論: ( 1 )隨著與鐵線路距離的增大,面的振動強度有減小的趨勢; ( 2 )面豎直方向的振動強度較之平方向的略大; ( 3 )隨著與振源距離的增大,在平方向上,上各幢樓房的振動強度由底和頂的最大、中間的最小逐漸到沿樓增高而減小; ( 4 )在豎直方向上,每幢樓各端點的振動速度、加速度完全相同,表明樓房各在豎直方向上的運動狀態一致; ( 5 )各幢樓房豎直方向的振動強度比平方向的大; ( 6 )增加軌道彈性是減輕面和上建築振動的有效途徑。
分享友人