坡度阻力 的英文怎麼說

中文拼音 []
坡度阻力 英文
grade resistance
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • : 動詞(阻擋; 阻礙) block; hinder; impede; obstruct
  • : 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...
  • 坡度 : falling gradient; slope; inclination; declivity; pitch; batter
  • 阻力 : 1 (阻礙事物發展的外力) obstruction; resistance 2 [物理學] resistance; drag; drag force; nowel; ...
  1. The results of soil trough experiment indicated that, the flow velocity and froude number would add when the rainfall splash intensity rose ; the flow depth and resistance coefficient would decrease when the rainfall splash intensity increased

    土槽試驗結果表明:土壤面薄層水流流速和弗汝德數隨雨滴打擊強的增加而增加,水深、系數隨雨滴打擊強的增加而降低。
  2. In consideration of the soil arch effect between anti - slide piles, a calculation formula for the anti - slide pile spacing was developed, taking the following factors as the controlling conditions - the static equilibrium equation of the frictional resistance and adhesive force between the side of piles and slope soil, which sustains the thrusting force of the landside, and the strength conditions at the medial cross - section and two end sections of soil arch

    摘要考慮抗滑樁樁間土拱效應,以樁側與邊土體間的摩及黏著承擔滑的靜平衡條件和土拱跨中與拱腳處截面的強條件共同控制,建立了抗樁間距的計算公式。
  3. On the other hand, the coastal system ' s natural adaptive response ( resilience and resistance ) to sea - level rise would induce or increase the potential risk. the changes of the coastal risk to sea - level rise are related to the coastal environment ( geology, geomorphology, coastal height, coastal slope and local ascend and subsidence trend ). the coasts with high elevation, steep coastal slope, rocky cliff, and ascending stabilization are considered to be of higher autonomous adaptive capacity, and the lower autonomous adaptive capacity areas generally occur at lower - lying beach areas and delta coasts where coastal slope is low and the crust is descending

    另一方面,海岸帶對海平面變化的自然適應能( 「彈」和「」 )將使其對海平面變化的「敏感性」減少或增大,海岸自然適應能與海岸帶的海岸環境(地質、地貌、海岸高程、海岸,地殼升降運動等)有關,海拔高、海岸大、地殼長期穩定上升的基巖海岸的自然適應能較強,反之,海岸平緩、地殼長期下降、地勢平坦的平原海岸和三角洲海岸的自然適應能較弱。
  4. The calculating formulas show that braking distance depends on initial braking speed, road dragging coefficient, mad slope grade, braking force increasing time ; and nothing to do with total mass of crane

    計算公式表明:決定汽車起重機制動距離的主要因素是制動初速、路面系數、道路和制動增加時間;汽車起重機總質量與制動距離無直接關系。
  5. When multi - kinds of interference occur, such as the barrier, the circumstance of upgrade and downgrade resulting in the change of resistance, and electrical source ' s fluctuation, all those influence has a little influence on the speed of welding dolly and the invariable speed and the regulative speed can be realized

    當受到各種干擾(即行走過程中遇到障礙物或上、下等情況,小車的發生變化及電源波動為主的突發干擾)時,焊接小車的行走速幾乎不受影響,實現了焊接小車的恆速或變速行走。
  6. ( 2 ) the effect of rainfall splash intensity on hydrodynamic features of sheet flow indicated that, the former had a remarkable effect on the latter

    ( 2 )雨滴打擊強面薄層水流水動學特性的研究結果表明,雨滴打擊強面薄層水流水動學特性(流速、水深、流態、系數等)影響顯著。
  7. Taking suspension bridge anchor of runyang highway bridge as project background in this paper, considering undulating angle of rock mass structural plane, angle of mean square root slope method is established by exerting fractal geometry theory. fractal dimension of profile of rock mass structural plane is calculated by above method. and roughness degree is described quantitatively, furthermore correlativity between fractal dimension and roughness coefficient ( jrc ) is analyzed

    本文以潤揚大橋懸索橋錨碇摩研究為工程背景,運用分形幾何理論,從巖體結構面起伏角的角出發,建立了均方根角法測算巖體結構面剖面輪廓線的分維數,定量描述其粗糙程,並分析了分維數與粗糙系數jrc之間的相關關系。
  8. On the basis of consulting a large number of literatures domestic and aboard, the present situation and latest development of hydrodynamic characteristics of overland flow and slope erosion dynamic process were reviewed. aiming at revealing the effect of rainfall splash intensity on hydrodynamic features of sheet flow and slope erosion, with a combination of runoff experiment and simulated rainfall experiment with a fixed intensity, applying hydrodynamic and erosive theory, the effect of rainfall on overland flow velocity and the influence of rainfall splash intensity on hydrodynamic features ( such as velocity, flow depth, flow patterns, resistance ) of sheet flow on slope and the influence of rainfall splash intensity on the overland flow sediment contain was researched

    本文在查閱了大量國內外文獻資料,全面了解了面流水動學特性及面侵蝕動過程等方面的研究現狀及最新進展的基礎上,以揭示雨滴打擊動能對面薄層水流水動學特性及面侵蝕的影響為目標,採用水槽放水試驗和定雨強模擬試驗相結合的方法,運用水動學與侵蝕理論,研究了降雨對面薄層水流流速的影響,雨滴打擊強面薄層水流流速、水深、流態、等水動學參數的影響,雨滴擊濺作用對面流泥沙含量的影響。
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