流水沖刷作用 的英文怎麼說

中文拼音 [liúshuǐchōngshuāzuòyòng]
流水沖刷作用 英文
fluviraption
  • : Ⅰ動1 (液體移動; 流動) flow 2 (移動不定) drift; move; wander 3 (流傳; 傳播) spread 4 (向壞...
  • : 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...
  • : 刷構詞成分。
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  • 流水 : 1 (流動的水) running water; stream2 (舊時指商店的銷貨額) turnover (in business)流水搬運作用...
  1. In this paper, the flush function is divided into two aspects. one is the process flushing the inner wall of the closet bowl ; the other is the discharge of the dirty objects under the action of water flow

    針對其功能,本文將坐便器的過程分解為兩方面進行研究,其一是對包內壁的過程,另外則是在下的排污過程。
  2. The food waste disposer will not block drain, because food wastes are grindedinto fluid and flushed away, carrying all greasiness away effectively. in addition, thefluid also plays an important role in polishing, flushing, and cleaning the pipes

    因為食物垃圾被研磨成漿狀液體后在隨機加速的下,可有效帶走粘在下管壁上的油膩,並起到打磨清洗下管道的
  3. The main conclusions are as follows : the hco3 - ion content of zhujiang river changes notably in one hydrological year, especially in wet season and dry season. as for the content of inorganic carbon, that of the xijiang river is the highest, then the beijiang river, and then the dongjiang river. the xijiang river ' s inorganic carbon source was major from karst process in the drainage basin

    得出如下的結論:珠江體hco _ 3 ~ -離子含量在一個文年中發生顯著變化,特別是豐期與枯期之間波動幅度較大;無機碳含量西江含量最高,其次是北江,東江最低;西江無機碳主要來源於巖溶,由於受河效應影響,豐期hco _ 3 ~ -離子含量升高;東江域無機碳主要來源於硅酸鹽巖的碳酸鹽風化過程,豐期hco _ 3 ~ -離子含量無顯著變化;北江無機碳來源於巖溶和硅酸鹽巖的碳酸鹽風化過程,受稀釋效應影響,無機碳含量隨量增加而降低。
  4. In order to understand the characteristics and mechanism of flow washout for the crevice of core wall in earth - rock dam, according to the exemple of crack washout test for the core of heihe dam, constant water level washout test and changing water level washout test are adopted differently, the process of test and the character of the flow washout for the core crack are gone into particulars

    摘要為了解下反濾層對土石壩心墻裂縫發展保護的特點和機理,以黑河土石壩心墻裂縫試驗為例,分別採頭和變頭兩種方法,探討了土石壩心墻裂縫在過程中的特點。
  5. Protection : it can prevent riverbank from strong wind and heavy rain. besides, it can protect dam and the bottom of river and prevent the loss of sand

    防護:防止堤巖受風,浪,雨的,並可於護岸,護坡,護底,防止失。
  6. All negative landforms, which are shaped by flood - dominated current, such as souring hole, scouring channel and flood channel, are belong to the study area of flood channels

    通過以上的研究認為河口漲潮槽的概念應該有更為廣泛的含義,包括河口一切由漲潮為主形成的負地形,如漲潮坑,漲潮槽和漲潮道等,漲潮槽的特徵應該保持多年。
  7. 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,從波浪與共同下海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;分析各種海洋環境參數對最大深度的影響,並利已取得的實驗資料,採量綱分析原理和多元線性回歸分析方法,建立一個波共同下海床上直立大直徑圓柱建築物周圍的最大深度計算公式。
  8. The reason to creates this kind of destruction to be very many, the main of them is that the apron partially has not been able fully to display it to eliminate energy affect so causes the ditch bed to wash out, forms flushes the pit, leading to the apron, to guard against flushes the trough and both banks slope protection destruction, for a long time, disappear power design of plunge basin and layout have been focused on disappear power. but not to give the enough value on uses the sea to inundate the section to disappear power and adjust speed to reduced downriver washes out

    閘閘下破壞的部位絕大多數發生在消力池下的海漫和防槽處,造成這種破壞的原因很多,其中很大一部分是由於海漫部分未能充分發揮其消能而引起渠床,形成坑,導致海漫、防槽及兩岸護坡的破壞。一直以來,人們把消能的研究重點放在消力池的消能設計及平面布置上,而對海漫段消能及調整速功能研究甚少,至於對海漫加糙運動建立數學模型,在國內外還很少見相關的論文資料。
  9. ( 2 ) the results of the rainfall - affected runoff scouring experiments in lab. when the rainfall intensity was less than l. omm / min, the soil erosion caused by the combination of rainfall and the upslope runoff was more than that caused by only the simulated rainfall. when the rainfall intensity was more than 2. 0mm / min, the upslope runoff strengthened the effect of the runoff yielded in the local area on the dyke slope surface, and the effect increased with an increase of rainfall intensity

    2 、室內模擬降雨+放試驗結果雨強小(如i 1 . 0mm min )時,上游注入量對戧坡侵蝕比降雨在戧坡上所產生徑的侵蝕大;雨強大時( i 2 . 0mm min ) ,上游量下泄與當地降雨徑一起增強對戧坡面的侵蝕,雨強越大,侵蝕也越大。
  10. 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,浪是研究區深地形演化的主要動力,構築物的存在,使埕島海域淺區人工構築物周邊域實測年深增加幅度約0 . 3m a ,地基附近深增加速率0 . 25m a ,邊坡坡度平均每年以5減緩,而計算得出的海洋動力蝕速率在下底坡為0 . 2m a ,在構築物地基蝕速率達0 . 35m a 。
  11. By means of prototype observation, analysis with materials and theories, and laboratory test, the author deeply analyzed the causes and procedure of canal cross section erosion, and obtained eight causes which resulted the canal deform including flow, seepage, runoff, collapse of bank, dry effect, human activity, wave flush, frozen, and then stressed to discuss the frozen process

    本文通過原型觀測、資料分析、理論分析、室內試驗對北引渠道變形的成因和發生機理進行了較為深入的分析研究,給出了造成北引渠道變形的八大原因:引起的變形、滲透引起的、地表徑引起的、滑坡變形、乾燥、人類和動物活動的影響、風浪引起的、凍融侵蝕,並著重闡述了凍融侵蝕的機理。
  12. In this paper, scale models are used to study local scour around bridge piers and abutments, and the scour pit pattern and maximum scour depth, which may serve as a reference for engineering design, are given

    系列模型試驗方法,對具體工程大型橋墩在和波共同下的局部分別進行研究,提出了坑形態和最大深度,供工程設計參考。
  13. Based on the local scouring test of the dike ' s head under the action of clear tidal currents, of both tidal currents and waves, and of both muddy tidal currents and waves, variations of the scoured pit ' s depth at each dike ' s head with time, and the scoured pit ' s depths with three experimental conditions are compared

    進行了清和潮波浪、渾波浪下的4條丁壩壩頭試驗,給出了各丁壩壩頭坑深度隨時間的變化,對比了3種試驗條件下丁壩壩頭坑的深度。
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