時區與夏時制 的英文怎麼說

中文拼音 [shíxiàshízhì]
時區與夏時制 英文
time zone/daylight saving time
  • : shí]Ⅰ名1 (比較長的一段時間)time; times; days:當時at that time; in those days; 古時 ancient tim...
  • : 區名詞(姓氏) a surname
  • : Ⅰ動詞1 (製造) make; manufacture 2 (擬訂; 規定) draw up; establish 3 (用強力約束; 限定; 管束...
  • 時區 : [天文學]time zone時區標號 zone description
  1. Abstract : by using the correlation analysis of cotton climatic output and temperature elements of different temperature types and different length periods of time in akesu cotton region, the results obtained indicate ( 1 ) using daily temperature elements of different length periods of time correlated with cotton climatic output is more useful, more reasonable and more easily in founding out optimum temperature elements with biological significance than using ten - days temperature elements ; ( 2 ) in three temperature elements of mean temperature, maximum temperature and minimum temperature, the effect of maximum temperature on cotton climatic output is the greatest, mean temperature is greater, and minimum temperature is the least ; ( 3 ) the low temperature in later spring and summer have some limiting effects on forming cotton climatic output in akesu cotton region

    文摘:通過對阿克蘇棉棉花氣候產量不同長度段、不同類型溫度要素的相關分析,結果表明: ( 1 )採用不同長度段的日溫度要素棉花氣候產量進行相關分析,比採用旬溫度要素的工作更細致,更合理,更易找出對棉花氣候產量影響較大的有生物學意義的較佳段和溫度要素; ( 2 )在平均溫度、最高溫度及最低溫度3個溫度要素中,以最高溫度對棉花氣候產量的影響最大,其次是平均溫度,最低溫度最小; ( 3 )春末及季的低溫對阿克蘇棉的棉花氣候產量形成具有一定的約作用。
  2. Thaw settlement cause negative friction. this paper base on the thought of " initiative cooling ", aim at three problems existing in common concrete pile used in frozen soil, a new type of pile is proposed to overcome the disadvantages of the classical pile used in frozen soil. pile body within active layer is fluted and refilled with porous materials such as gravels and ballasts, convection will be occur and then thermal exchange inside porous material in winter while only heat conduction exists in summer, as a result the soil around flutings will be cooled, so the top line of permafrost will be drive up

    本文基於「主動冷卻」地基的思想,以及針對凍土地普通混凝土樁存在的三大問題,提出了一種新型樁的設計思路,運用數值模擬試驗手段對其冷卻機理加固機理進行了系統研究,即在凍融活動層的深度范圍內,在混凝土樁身的表面刻槽,修築完槽內填充碎石、塊石等多孔介質,通過外界大氣溫度的自然波動下多孔介質在冬季存在的對流換熱機,而在季只存在熱傳導,來達到主動冷卻樁周凍土和抬升凍土上限的目的。
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