incipient motion 中文意思是什麼

incipient motion 解釋
初始運動
  • incipient : adj 開始的,剛出現的,初期的。 an incipient cause 遠因。 an incipient disease 初發的病。 the inci...
  • motion : n 1 運動 動 移動(opp rest)。2 (天體的)運行;(車、船等的)動搖;(機器的)開動 運轉;【機械工...
  1. Incipient motion of cohesive silt in the haihe river estuary

    海河口粘性淤泥起動規律研究
  2. When flow velocity decreases below the corresponding incipient motion condition, no sediment movement occurs.

    當水流速度小於相應的起始運動時,將無泥沙運動。
  3. Influence of dry bulk density on incipient motion and erosion of cohesive deposits

    干容重對粘性淤積物起動和沖刷的影響
  4. Incipient motion of riverbank sand subject to seepage

    滲流作用下的岸坡泥沙起動條件
  5. Ann is a adaptive and non - linear dynamic system made from superposition of many simple components which we call neuron. the question for computation of d _ ( cmax ) belongs to incipient motion of sediment in essence, which is the same question with two different sides, because computation of critical condition ( including critical velocity critical shear stress critical power ) for a grain size under a bed - load condition is equal to computation of a grain size during incipient motion under the bed - load condition and the water flow condition given before. and computation of gross bed - load transport rate has great relationship with standard of incipient motion

    對于d _ ( cmax )的推求,在本質上還是泥沙的起動問題,因為尋求某種床沙條件下某級泥沙的起動條件(如起動流速、起動切應力、起動功率)和尋求某種水流和床沙條件下的起動粒徑是同一問題的兩個方面而已;而對于推移質總輸沙率推求也和泥沙起動問題中的起動標準選擇緊密相關。
  6. Computing the maximal grain size during incipient motion d _ ( cmax ) and gross bed - load transport rate in non - uniform sediment with a wide distribution are two important indexes for description its transport law, and it is also a core question for discussion in non - uniform sediment research

    寬級配非均勻沙最大起動粒徑d _ ( cmax )和推移質總輸沙率的推求是刻畫非均勻沙推移質輸移規律的兩個重要指標,也是研究非均勻沙運動規律的核心課題之一。
  7. The data forecasted by network experiment data and data computed by classical regression model are compared and analysed from the comprehensive angel of sediment incipient motion theory and ann theory

    最後從泥沙起動輸移理論和神經網路理論的綜合角度,分析比較網路預測值和實測值、傳統模型回歸計算值。
  8. In this dissertation, on the basis of comprehensive review of the study achievements on sediment transport, we get the fact that most of formula in sediment incipient motion and bed - load transport rate are established by classical regression analysis model, i. e. firstly establishing the formula according to related sediment transport theory, secondly computation for regression coefficients in formula by using field or laboratory experiment data

    故本文在回顧並總結泥沙輸移研究成果的基礎上,指出大多數泥沙起動公式和輸沙率公式的推求是採用傳統回歸模型,即先根據輸沙理論定出計算公式,再用實測資料或試驗數據率定公式系數。
  9. The main contents are as follows : section - of theory of sediment transportation - on the basis of comprehensive review of the study achievements on sediment transport, pros and cons in using classical regression model based on lms during establishing formula in sediment incipient motion and bed - load transport rate ; experiment data in non - uniform sediment with a wide distribution in flume experiment of stead sediment transportation are been collected and coordinated

    本文的主要內容包括:泥沙輸移理論部分:對前人的相關泥沙起動輸移研究結果總結性的回顧,分析了採用最小二乘法的傳統回歸模型在泥沙起動公式和輸沙率公式處理中的四川大學碩士學位論文人工神經網路理論及其在泥沙科學中的應用研究優點和缺點:收集並整理了兩組平衡狀態下的輸沙試驗資料。
  10. Critical shear stress of incipient motion of sediment

    泥沙起動臨界切應力研究
  11. First, total resistance is derived by summing different resistance components. the relationship between resistance of still plane bed and energy slope has been proposed from the similarity between sediment incipient motion and still bed resistance. and this relationship can be used in computing grain resistance

    一是從不同的床面阻力單元出發,利用泥沙起動與定床阻力之間的相似性研究了靜平整床面的阻力,建立了靜平整床面阻力與能坡之間的關系式,並將此式用於沙粒阻力的計算。
  12. Equivalent grain with incipient motion of non - uniform sediment

    等效粒徑與非均勻沙起動條件研究
  13. Study on standards for incipient motion of sediment

    泥沙起動判別標準探討
  14. According to some previous results, the relationships among three common incipient motion conditions are deduced

    摘要從泥沙起動的己有研究成果出發,推導出常見的3種泥沙起動條件的轉換關系。
  15. Considering these relationships, dozens of incipient motion conditions are united, and k of all kinds of formulas is otained commonly from 3. 37 to 7. 86

    利用這些關系,將國內外現有的幾十種泥沙起動條件進行了統一,可得各種公式的k值一般在3 . 37 ~ 7 . 86之間。
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