水位驟降 的英文怎麼說

中文拼音 [shuǐwèizhòujiàng]
水位驟降 英文
rapid drawdown
  • 水 : 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...
  • 位 : Ⅰ名詞1 （所在或所佔的地方） place; location 2 （職位; 地位） position; post; status 3 （特指皇帝...
  • 驟 : Ⅰ動詞（快走） （of a horse） trot Ⅱ形容詞（急速） rapid; swift Ⅲ副詞（突然; 忽然） suddenly; abruptly
  • 降 : 降動詞1. （投降） surrender; capitulate 2. （降伏） subdue; vanquish; tame
  • 水位 : stage; water level
  1. Latter begins at children or adult, when air temperature pelter or air cooling of osculatory cold water, group of place occurrence wind is shown in the skin, last half hours to come 3 ~ 4 hour, ice cube experiment and passive move test are positive, see more at female youth

    後者開始於兒童或成人，在氣溫驟降或接觸冷水冷風時，在皮膚露出部位出現風團，持續半小時至3 ~ 4小時，冰塊試驗和被動轉移試驗陽性，多見于女性青年。
  2. Sichouchang slope is also probably to destroy though its stability is better than that of laofangzi slope

    絲綢廠滑坡相對于老房子滑坡穩定性略好，但在庫水位驟降的情況下也有可能整體失穩。
  3. During the process of modeling, three conditions of reservoir water level ' s ascending, slowly descending and sharply descending are considered

    模擬過程中分別考慮了庫水位上升、庫水位緩慢下降和庫水位驟降三種工況條件。
  4. The collapsing scope of bank accumulation body of zipingpu reservoir in national highway 213 which caused by the sharply falling of water level of zipingpu reservoir is estimated according to the fem plastic zone graph

    根據有限元法得出的塑性區圖，對紫坪鋪水庫蓄水后水位驟降可能引起213國道紫坪鋪庫區庫岸堆積體的坡角坍塌范圍進行了估計。
  5. Then the stability of typical slopes in different conditions such as servoir water level ' s ascending, slowly descending and sharply descending are evaluated and forecasted by means of the limiting balance method and the numerical simulating method ( flac )

    利用極限平衡法和數值法（ flac ）對庫區內的典型斜坡在庫水位上升、庫水位緩慢下降和庫水位驟降等不同工況條件下的穩定前景做出了合理的評價與預測。
  6. ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too

    （ 6 ）建壩工程荷載條件下河谷巖體力學環境分析及右岸古滑坡體的穩定問題分析得出：建壩后河谷的巖體應力量值明顯增高，同時左岸的張應力區的范圍及量值明顯減小，主應力的方向依然與模型的底邊界垂直；大壩建成后逐漸蓄水階段以及同時考慮本區最強地震力的作用等各種不同的工況條件時，滑坡體及壩體總體上仍處于穩定狀態；水位驟降時，在未考慮其他外力作用的情況時，滑體的安全系數將顯著降低。若考慮水位驟降及本區最大地震力的共同作用，壩體將在滑坡體下滑推力的作用下產生破壞；建壩后水平推力對右岸古滑坡體穩定性的影響分析可以看出，在最危險的工況條件下，壩體及滑坡體也將處于臨界狀態；在長期滲透變形的作用下，由於滑帶的物理力學參數的降低而有可能導致壩體失穩破壞。
  7. Firstly, three dimensional flow model should be adopted so as to establish equations for aquitards and consider heterogeneity of aquitards, in which the values of parameters vary with subsidence of soil layers

    如何描述引起地裂縫的水平位移，分兩步進行的耦合不合適，要做到水流模型與沉降模型的真正耦合等八個方面的步驟。
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