淤沙港 的英文怎麼說

中文拼音 [yūshāgǎng]
淤沙港 英文
silt harbor
  • 淤 : Ⅰ動詞1 （淤積） become silted up 2 （血液不流通） （of blood） stagnateⅡ名詞（淤積的泥沙） silt Ⅲ...
  • 沙 : 沙動詞[方言] （搖動以清除雜物） shake
  • 港 : 名詞1. （港灣） harbour; port 2. （江河的支流） stream3. （指香港） short for xianggang [hong kong]
  • 淤沙 : silt
  1. Coastal and estuarine engineering, layout and planning of harbours and navigation channels ; river training, siltation prediction and its measures ; mathematical model computation and physical model experiments

    海岸河口工程、港口航道總體布局規劃、河道整治、泥沙淤積的預測和對策、數學模型計算和物理模型試驗研究。
  2. Due to issues of dongting lake districts flood composition, the evolution of sediment flow, the river and lake ( r & l ) distribution characteristic as well as the layout of r & l - dredging engineering, the article simulated the model of the dongting lake terrain change by using the gis technology and adopted the limited volumetric method to establish the two - dimensional hydraulics computation model of lake in order to forecast the water level, the flow capacity, the speed of flow and changes of flow field after implemented the project, which have provided the reliable theoretic basis for the decision - making and implementation of renovation for river course, canal and harbor and river course - dredging engineering

    摘要針對洞庭湖區的洪水組成、水流泥沙演變、河道湖泊水系分佈特點以及河道湖泊疏浚工程布局情況，利用gis技術模擬洞庭湖地形變化，採用有限體積法建立了湖泊二維水力學計算模型預測疏浚工程實施后的水位、流量、流速流場變化，為河道、航道港口整治、河道疏浚清淤等工程決策與實施提供了可靠理論依據。
  3. The six sea walls constructed in xiamen seacoast from 1953 to 1979 not only changed original nature environment, but also produced many application quaternary problems : tide - absorbing capacity reducing, and the bay silt up increasing ; the coast erode going into worse, and part of coasts collapsing and falling back ; intertidal zone mangrove disappearing, and ecosystem environment being destroyed ; sand beach in seashore running off severely, quantity of sea water falling, and marine products being reduced sharply

    摘要1953 - 1979年廈門沿海修築的6條海堤不僅改變了原有的良好自然環境，而且產生了諸多應用第四紀問題：納潮量減少，港灣淤積加重；海岸侵蝕作用加劇，部分海岸崩塌後退；潮間帶紅樹林消失，生態環境遭到破壞；海濱沙灘流失嚴重，海水質量下降，水產養殖銳減。
  4. Analysis of sediment deposition in donggang reservoir

    東港市水庫泥沙淤積的初步分析
  5. The result showed that the numerical model could satisfactorily reflect the sediment concentration field, and calculate the back silting intensity on the approach channel in lianyungang harbor

    研究結果表明，所介紹的研究方法可以合理地描述含沙量場特性以及計算進港航道回淤量。
  6. Considering the effects of both tides and waves, a2 - d numerical model was used to simulate the sediment movement in lianyungang harbor, and a large scaled average sediment concentration field of hai - zhou bay was computed

    摘要以連雲港進港航道為例，應用波浪、潮流共同作用下的二維泥沙數學模型，研究淤泥質海岸的泥沙運動及航道回淤問題。
  7. On the basis of sediment concentration field, the annual back silting intensity on the approach channel of 70000 dwt at lianyungang harbor was also simulated, and the calculated results was coincident with actual data

    鑒于進港航道回淤量是當地海域潮流、波浪、泥沙長期共同作用的結果，建議採用年平均含沙量場進行回淤計算，並在此基礎上模擬了連雲港7萬噸級進港航道的年回淤強度，計算結果與實測資料吻合較好。
  8. Based on the in - situ measured data of water depth and results of physical model tests and mathematic model calculation, the influencing factors on the sediment deposition in the wharf apron after construction of wharfs are analyzed taking the wharfs in waigaoqiao port in the yangtze river estuary as an example

    以長江口外高橋港區碼頭?例，根據現場實測水深資料， ?結合物理模型試驗及數學模型計算的結果，分析建碼頭后影響碼頭前沿泥沙回淤的因素。
  9. Discussion on method of testing of performance of concrete against chlorine infiltration

    從京唐港大風期驟淤淺議粉沙質海岸建港布置和航道選線
  10. In the research on jingtang harbour the co - action of wave and current with movable trubid water model was firstly considerd

    京唐港入海航道回淤問題試驗研究，蘇州工業園區華能發電廠冷卻水試驗研究，曹妃甸潮汐水流和泥沙問題數模和物模研究。
  11. Study on the sediment accumulation in the intake port basin of a power plant

    電廠港池取水工程泥沙回淤研究
  12. Sediment re - silt analysis of a 300 000 ton crude oil dock in lanshan port

    嵐北港區30萬噸原油碼頭泥沙沖淤分析
  13. After verification, the model is applied to calculate the change of current and back silting in the port area of fenghuangshan port with two different plans

    模型經驗證后，計算分析了鳳凰山深水港區兩個規劃方案下的水流變化及泥沙回淤強度。
  14. This paper was set out from the analysis on depth changes and evolvement of washing out and filling out in mawei of fuzhou harbor, the evolvement characters of harbor basin were summed up. there is no relationship between the flow and sediment rate from upper reach and sedimentation, which was closely linked with flow changes and caused directly by tramquill flow under the secure of dama reef

    （ 2 ）通過對馬尾萬噸碼頭港池沖、淤演變以及與洪枯季節關系分析，認為港池的沖淤變化與上游來流量及來沙有一定關系，但更主要的是受碼頭附近河道局部水流條件的影響，後者是造成港池淤積的主要原因。
  15. But currently a huge amount of sediment deposited there has caused severe problems and need to be dredged. dredging is one of the effective engineering measures to control floods and improve navigation, irrigation conditions and environment

    但是，目前這些河流、湖泊、水庫和港口的泥沙淤積嚴重，需要進行清淤疏浚，以提高防洪、灌溉、通航能力，改善生態環境。
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