均勻坡度 的英文怎麼說

中文拼音 [jūnyún]
均勻坡度 英文
uni form grade
  • : Ⅰ形容詞(均勻) equal; even Ⅱ副詞(都; 全) without exception; all
  • : Ⅰ形容詞(均勻) even Ⅱ動詞1. (使均勻) even up; divide evenly 2. (分出一部分) spare
  • : 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
  • 坡度 : falling gradient; slope; inclination; declivity; pitch; batter
  1. On the contrary, the length of drip line, the diameter of drip line, the distance of emitters and the face gradient of little irrigation district have remarkable effect on irrigation uniformity

    在田間工程中,毛管長、毛管的管徑、滴頭間距和地形對灌水影響非常顯著。
  2. When other factors are unchangeable, with the growing of the diameter of drip line and the distance of emitters, irrigation uniformity of trickle system is increasing. the face gradient of little irrigation district has complex effect on irrigation uniformity. in a word, we tries our best to make the face of little irrigation district flat in order to improve the quality of drip - irrigation system

    灌水由某一因素決定,而其它因素不變的條件下,隨管徑增大,滴灌系統的灌水增大;隨滴頭間距增大,灌水也在增大;地形對灌水影響比較復雜,為了提高低壓滴灌的灌水質量,土地必須整平。
  3. Variance index of the settlements of soft clay subgrade was inducted to analyze the asymmetry settlement rules under the influence of depth of fill, fill speed, geologic types of soft clay etc

    利用這些觀測數據,引入路堤斷面中點和兩側腳地基表面3點沉降的方差這一統計學指標,詳細分析了地質結構,填築速率、填築高以及硬殼層等因素對軟基不沉降的影響,得到了一些有意義的結論。
  4. The investigation and study showed that caused by the influencing factors of unit of tectonics, structures of floor rock stratum, conditions of landform, seismic intensities, fault, thickness of malan loess, the distribution of seismic loess landslides is very asymmetrical, which mainly show shapes of patch, belt, line, and there are different development characteristics in different regions

    現場調查顯示,受大地構造單元、基底巖層結構、地形地貌條件、地震烈、斷裂構造和馬蘭黃土臨空厚等因素影響,地震黃土滑的展布形態較為復雜,在空間上分佈很不,常表現為片狀、帶狀和線狀展布,並在不同區域有不同的發育特點。
  5. By computing the between two resolution units, we can estimate terrain azimuthal slopes and derive estimate of terrain elevation. the terrain contour is determined uniquely by ay / from azimuth slop on range gates. american began to study p - sar three - dimensional images technology in 1990s

    Schuler已經證明,對於一個分佈場景, sar圖像上兩個相鄰分辨單元的極化橢圓方向角偏移量,與地形方位向的對應關系是線性唯一的,地形方位向的傾斜可以通過解唯一地被測定。
  6. After that, the multifractal spectra dq - q are computed by fixed - mass method. the results show that in the studied scaling range different types of landscapes and profiles in different directions perform different fractal properties, that is, the d value and crossover length ^ decrease in turns with the landform type from high - moutain, mid - low mountain to basin, and the profile parallel to wear grooves often has lower d values ( < 1. 5 ) than those perpendicular to wear grooves do ( 1. 5 ) in the same section

    提出以地貌分形特點和渡越長為依據的地貌層次界定方案,研究指出了5km左右應為宏觀臨界點:不同構造地貌區、不同取向的剖線的多重分形譜值域范圍寬窄表現出中低山區高山區盆地區,垂直構造地貌斜方向斜交方向平行方向的特點,表明了內外營力作用的不性和方向性。
  7. Third according to the practice, over 300 g / m2 of the staple nonwoven geotechnical fabric is used in the bank project of the large rivers, its tensile strength is 600 n / 5cm. forth the filtration under the traffic load, normally, the traffic load is repeated load and fast movement. in this case, thick filtration is applied, such as sand and / or thick fabric, of which weight is over 700 g / m2

    研究結果表明:對d _ ( 85 ) 0 . 074mm的土料,不宜採用土工織物作濾層;對級配極不的土壤(不系數cu 2或cu 6 ) ,在滲流作用下,很容易發生管涌,對土工織物的選用要慎重;一般大江大河的護工程至少應採用300g m ~ 2以上的短纖無紡土工布,其抗拉強為600n 5cm左右。
  8. 8 disaster factors of soil erosion have been defined : surface material, landform and slope gradient, cover - degree, topographic, 30min rainfall intensity, engineering measure grade of conservation of water - soil, irregular subsidence and volume weight

    確定了土壤水性的8個致災因子: 30而n暴雨強、地表物質、地形、植被搜蓋、植被類型、工程水土保持措施等級、容重和非沉降
  9. The results showed that : from north - facing slope to south - facing slope and plain field, the species evenness and diversity index decreased ; from plain field to north - facing slope and south - facing slope, richness index also decreased

    結果表明,當生境由陰向灘地到向陽變化時,各種多樣性指數的變化順序為,物種豐富:灘地陰和多樣性指數:陰灘地。
  10. Diversity index on different terrain varied between 0. 28 to 1. 75, the terrain followed the sequence of level land - plain > sloping land - medium - gradient mountain > sloping land - medium - gradient hill > level land - valley floor > sloping land - medium - gradient escarpment zone > level land - depression > steep land - high - gradient mountain ; the evenness index on different terrain varied between

    發育于不同地形上的多樣性指數值范圍為0 . 28 1 . 75之間,從高到低依次為平原、中、中丘陵、山麓平原、中峭壁帶、低洼地和高山地;指數范圍為0 . 26 0 . 84之間,從高到低依次為中、平原、山麓平原、中丘陵、中峭壁帶和低洼地。
  11. With the in - built drip irrigation belt and thin wall chip irrigation belt taken as examples, the flow rate distribution and hydraulic losses of drippers along capillary tubes at different inlet pressures were measured under the conditions of horizontal slope and slope gradients of 0. 5 % and 1 %, then the uniformity of capillary tubes was calculated at different slope gradients and pressures in consideration of the manufacture deviation of drippers

    摘要以內鑲式滴灌帶和薄壁滴灌帶為研究對象,測定了平、 0 . 5 %和1 %時,不同入口壓力下滴頭沿毛管的流量分佈和水力損失,並結合滴頭的製造偏差,計算得出不同和壓力條件下滴灌毛管的
  12. The wetting front moved nearly parallel to the soil surface, and its length could be described by a power function of time, when the distribution of initial soil water was uniform

    當初始含水量分佈時,降雨入滲過程中濕潤鋒面幾乎平行面運移,濕潤鋒深與時間的關系可用冪函數描述。
  13. Non - uniformity of the amplifying effect and dimension of the slope are pointed out through analysis of the distribution of the stress and sonic speed in the slope. forms of slope lost stability resulted from blasting vibration are analyzed and appraising rules of slope stability are summarized by a great deal instances on coasts. based on general discussion about calculation methods of the slope stability under the effect of blasting vibration, the synthetical method, a new one, is put forward, analyzed through a sample by and pointed out which is one of most valid methods

    利用波動理論,得出延期時間為nt / m時減震效果最好;在分析邊巖體內部應力、質點速等分佈規律的基礎上,指出邊震動放大效應的不性和邊尺寸效應;結合大量滑實例,分析了爆破震動引起邊失穩破壞的幾種形式,總結出邊穩定性評價準則;基於對邊穩定性計算方法的綜合分析,提出了一種綜合分析方法,通過算例計算分析,證明該法計算精確高、功能全面,是邊動力穩定性分析的有效方法之一。
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