灌渠出水口 的英文怎麼說

中文拼音 [guànchūshuǐkǒu]
灌渠出水口 英文
irrigation ditch outlet
  • : Ⅰ動詞1 (輸水澆土) irrigate 2 (倒進去; 注入) pour in; fill 3 (飲酒; 勉強他人飲酒) drink wine...
  • : Ⅰ名詞1 (人工開鑿的水道) canal; ditch; channel 2 [書面語] (車輪外圈)outer wheel3 [書面語](盾...
  • : 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名詞1 (人或動物進飲食的器官; 嘴) mouth 2 (容器通外面的地方) mouth; rim 3 (出入通過的地方) ...
  1. In this paper, we study the most serious damming section of the east - one main canal, which is from the entrance of the hao wan flume ( chainage12 + 123. 6 ) to the exit of shang tian yuan tunnel ( chainage24 + 091. 1 ). the main content is analyzing the flow characteristic of the canal, setting up mathematical model of the discharge condition of the east - one main canal, according to the survey section and actual roughness factors, building, bend and so on, we divided the canal into more than loocaculation segments. each segment is calculated by microsoft excel electrical table through computer as permanent transition flow of non - prismatic channel

    本論文研究的段為陸渾區東一乾最為嚴重的段,從郝灣渡槽進(樁號12 + 123 . 6 )至上天院隧洞(樁號24 + 091 . 1 ) ,其主要內容是,分析流特徵,建立東一乾狀況的數學模型,根據測量斷面及實際糙率、建築物、彎道等因素的不同,將道劃分成120多個計算段,每段按非稜柱體恆定漸變流,運用microsoftexcel電子表格進行編程計算。
  2. For example, when the design flow of upward of the peace bridge of upward of the east - one main canal is 45m3 / s, the actual flow quantity is 23. 8m3 / s on the 30th of september in 1989, the water level of the transition region terminal of the mouth of hao wan flume of the east - one main canal had gained the design level of 4. 3m, and the level between downstream and shang tian yuan tunnel was generally higher. it says that the actual discharge capacity now is only about 24m3 / s which is half of the design value. this not only make the benefit of the irrigation district abnormal, but also greatly hinder the economic development of the irrigation district, and lead to the canal run frequently at small flow, high water level, lengthen the discharge duration

    如東一乾上段太平橋以上設計流量45m ~ 3 s , 1989年9月30日實測通流量23 . 8m ~ 3 s時,東一乾郝灣渡槽漸變段末端位已達到設計位4 . 3m ,其下游至上天院隧洞位也普遍偏高,即東一乾上段目前僅能通過流量24m ~ 3 s左右,只有設計值的50左右,不僅使區效益得不到正常發揮,嚴重阻礙了區范圍內的經濟發展,而且使道經常處于小流量、高位運行,延長了次通時間,大大增加了道工程的安全管理難度。
  3. With hydrodynamic screws, even minimum hydrodynamic potentials at powers from 1 kw can be made use of economically. with hydrodynamic screws, fine screening installations for protecting against floating objects and fishes, needed for turbines, are not necessary

    該技術可以用於取代小型需要經常修復的渦輪機,取代有缺陷的輪機,用於污處理廠的,安裝在已有的堰壩上,或安裝在中。
  4. Buckets rise on a long chain from the well, and the water is tipped out into irrigation channels

    吊桶隨著長長的鏈條升,所盛的被傾入內。
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