海浪沖刷 的英文怎麼說

中文拼音 [hǎilàngchōngshuā]
海浪沖刷 英文
alluvion
  • : Ⅰ名詞1 (波浪)wave; swell; billow; breaker 2 (像波浪起伏的東西) things undulating like waves 3...
  • : 刷構詞成分。
  • 海浪 : sea wave
  1. So then after that they drifted on to the wreck of daunt s rock, wreck of that illfated norwegian barque - nobody could think of her name for the moment till the jarvey who had really quite a look of henry campbell remembered it, palme, on booterstown strand, that was the talk of the town that year albert william quill wrote a fine piece of original verse of distinctive merit on the topic for the irish times breakers running over her and crowds and crowds on the shore in commotion petrified with horror

    那個長得確實像亨利坎貝爾的水手終于想起來了,船名「凡爾默」號,是在布特爾斯湯岸灘觸的礁,成了當年全城人的話題-艾伯特威廉奎爾還以此為題替愛爾蘭時報寫了一首富於獨創性的極出色的佳作。碎著船身,成群的人們聚在岸上,一片混亂,一個個嚇得呆立在那裡。
  2. It being low tide, they could see their thick roots, nibbled by the teeth of the indian ocean.

    這時正趕上退潮,所以連那些被印度洋的海浪沖刷的粗樹根都看得清清楚楚。
  3. The channel tides have a play of more than twenty feet, with corresponding scours along the beaches.

    峽的潮汐有超過二十的濤,沿著灘也有相應的力量。
  4. The sea ran high, and swept the little craft from stem to stern

    面上風急高,小船從頭至尾都被著。
  5. Based on the data on scour around large diameter cylinders exposed to waves and currents, effects of every kind of sea enviromental parameters on maximum scour depth are analyzed and guided by dimensional analysis and multidimensional linear regression, an equation is given to compute maximum scour depth around large diameter cylinders in combined waves and currents. compared with some other equations, this equation is more accrete, simpler and clearer and the compute d results are in good agreement with experimental ones

    本論文主要是在總結國內外研究成果基礎上,從波與水流共同作用下床上直立大直徑圓柱建築物周圍的局部機理出發,研究和探討了圓柱周圍的淤形態;分析各種洋環境參數對最大深度的影響,並利用已取得的實驗資料,採用量綱分析原理和多元線性回歸分析方法,建立一個波流共同作用下床上直立大直徑圓柱建築物周圍的最大深度計算公式。
  6. This paper presents a method of probability analysis in order to develop the general design and analysis methods for problems of the embankment stability under random storm wave actions as well as with random properties of the embankment medium. the major purpose of this study is carry out modellings of ( 1 ) probability analysis for the problem of seepage stability of levee projects ; ( 2 ) probability analysis for the problem of erosion due to washout sediments from the embankment ; ( 3 ) numerical analysis for coastal evolution due to beach erosion under energy actions of storm wave

    本文根據598084號年浙江省自然科學基金項目和g59901號國家教育部回國留學人員科研啟動基金項目的部分研究目標和研究內容的要求應用概率分析方法研究了在隨機風荷載作用下和築堤材料隨機性影響下防護堤壩抗滲流、抗穩定性的分析計算模型;用數值分析方法研究了在潮能量作用下岸灘侵蝕造成岸演變問題的數學分析模型。
  7. Through analysis, we conclude that washing action of wave and flow is main power of evolvement of region of interest landform, structure lead to the fact that water area around shallow structure in cheng dao sea field has an increase about 0. 3m / a through actual measurement, water depth increase rate around foundation is 0. 25m / a, slope gradient of side slope averagely has a decrease of 5 % o a year, however marine hydropower wash rate through compute is 0. 2m / a on underwater bottom, the wash rate on structure foundation is 0. 35m / a

    分析認為,流的作用是研究區水深地形演化的主要動力,構築物的存在,使埕島域淺水區人工構築物周邊水域實測年水深增加幅度約0 . 3m a ,地基附近水深增加速率0 . 25m a ,邊坡坡度平均每年以5減緩,而計算得出的洋水動力蝕速率在水下底坡為0 . 2m a ,在構築物地基蝕速率達0 . 35m a 。
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