流水沖蝕力 的英文怎麼說

中文拼音 [liúshuǐchōngshí]
流水沖蝕力 英文
hydraulic force
  • : 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...
  • : Ⅰ動詞1. (損失; 虧耗) lose 2. (腐蝕) erode; corrode Ⅱ名詞(天體現象) eclipse
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 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. The hillslope erosion processes include soil separation, sediment transport and sediment precipitate, which these three process result from the rainfall splash erosion and runoff erosion. to study and analyze the happening and developing conditions of hydraulic, soil and terrain, and the mechanisms of transitions and influences of these processes each other is the prerequisite to set up physical model of soil erosion

    坡面侵過程包括降雨濺擊和徑刷引起的土壤分離、泥沙輸移和沉積3大過程,研究和分析這些過程發生、發展的、土壤、地形條件以及各過程間相互轉化、相互影響的機理,是建立土壤侵物理模型的前提條件。
  2. 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,浪刷作用是研究區深地形演化的主要動,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,而計算得出的海洋速率在下底坡為0 . 2m a ,在構築物地基速率達0 . 35m a 。
  3. The paper establishes a mathematical model for calculating soil erosion modulus and a method for calculating new soil loss by using annual rainfall data and individual rainfall data, taking the outcomes of tests and study of natural rainfall, artificial rainfall and washout as a basis, rainfall erosion force, soil resistance to erosion and ground slope as main factors and combining with the study on new soil loss in typical regional development and construction

    摘要以天然降雨、人工降雨、放刷等試驗研究成果為基礎,結合典型區域開發建設新增土壤失分析的研究成果,以降雨侵、土壤抗性和地面坡度為主要因子,建立了用年降雨資料和次降雨資料計算土壤侵模數的數學模型和開發建設新增土壤失量的計算方法。
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