渡水槽 的英文怎麼說

中文拼音 [shuǐcáo]
渡水槽 英文
flume
  • : Ⅰ動詞1 (由此岸到彼岸;通過) cross (a river the sea etc ) 2 (渡過) tide over; pull through 3 ...
  • : 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...
  • : 名詞1 (盛牲口飼料或飲料等液體的器具) trough; manger (for water animal feed wine vat) 2 (兩邊...
  • 水槽 : water channel; trough; pentrough; mantle; water slide (運木材用); cistern; scoop channel; gulle...
  1. The following are the large projects undertaking by haifeng company : crude oil electricity plant project of north china oil field hydroelectricity factory, apartment ( 22 stories ) of yuanda real estate company of dalian shipping group, helios hotel of helios group in dalian development zone, tilt aqueduct bridge of shanxi hongqi reservoir ( total span : 267m ), supply and sale building and city construction building ( both are antique architectures ) of shanxi heyang city, sea drainage pipe of hainan fudao fertilizer factory ( 1520 ), 8 oilgas docks of hainan haiyan oilgas company, basha condensable gas transfer station of haiyan company, 10, 000m3 oilgas storage tank of arco company ( usa ) in hainan nanshan, gas pipe and fuel gas installation project of hainan nanshan electricity co., ltd, base and accessory project of hainan gas company, bei da huang cereal and oil market in harerbin, hainan cross island pipe, changhuajiang river pipe crossing project, taihangshan mountain earthwork project ( the 19th section of west - to - east gas transmission project )

    海南海峰公司承建大的工程項目:華北油田電廠原油發電站工程;大連船泊集團遠達地產公司的遠達公寓( 22層) ;大連開發區香港太陽神集團的太陽神大酒店;陜西紅旗庫斜拉工程(全跨267m ) ;陜西合陽供銷大樓及城建大樓(均為仿古) ;海南富島化肥廠排海管線( 1520 ) ;海南海燕油氣公司八所油氣碼頭;海燕公司白沙液化氣中轉站;海南南山美國阿科公司儲油氣萬立米大罐工程;海南南山電力股份有限公司天然氣管線及燃氣安裝工程;海南南海天然氣有限公司基地及配套工程;哈爾濱北大荒糧油批發市場;海南環島管線;昌化江穿越工程;西氣東輸十九標段,太行山土石方工程。
  2. Application of prestress concrete at water conservency flume

    預應力混凝土在中的應用
  3. Three - dimensional finite element analysis of spandrel groove high slope stability of xiluodu hydropower station in jinsha river, china

    溪洛電站拱肩高邊坡穩定性的三維有限元分析
  4. It also has important reference value for the similar construction. by the safety and seismic evaluation of this aqueduct bridge, it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup, its intensity basically reached the need of primary design. ( 2 ) from the side of carrying capacity, rib arch could satisfy the needs under the action of wind and earthquake, but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need

    通過對東滑峪進行安全性能和抗震性能評估后表明: ( 1 )除肋拱頂面有保護層剝落、箍筋外露,結構基本完好,其強度基本達到西安理工大學工程碩士專業學位論文原設計的強度要求; ( 2 )從承載力方面看,在風荷載、地震作用下,肋拱基本滿足要求,個別排架橫梁不滿足要求,肋拱連系梁普遍不滿足要求;計入平橫向地震作用的工況為設計控制工況。
  5. To provide necessary data for design bypass pipe, an enlargement to bi liu river reservoir, the following problems have been studied by hydraulic model and theoretical analysis : the energy losses in water head of the bypass pipe system and of the flow - control valve and their scale effects, measurement and calculation of the discharge of the bypass pipe system during the bypass pipe system operation with and without the new water power station, the hydraulic characteristics of the water tunnel and draw - off pipe, the flow rate of the aqueduct bridge and the draw - off pipe and the water elevation of the flow in the aqueduct bridge during the old water power station operation with and without the new water power station

    大連市碧流河庫供工程取頭部由引、節制閘、進閘、泄閘等建築物組成。由於本工程場地條件限制,增設旁通管后布置非常緊湊,管道急轉角度大且轉彎距離較小,對于管內流流態是否滿足要求,需要經過模型試驗進行論證,以確保工程的可靠性。旁通管具有上與泄要求,對其過流能力也要經試驗確定,為碧流河庫增建旁通管設計提供依據。
  6. At present, whereas so many reasons such as its using function changing from irrigation to city water supply, the increasing of importance, the original design standard on the low side, the damage and aging of structure, the demand for seismic fortify in strong earthquake region and offering data of technical alteration for adding flux aftertime, it is important for safety and seismic capability of this aqueduct bridge

    目前,該使用功能由灌溉輸改為城市供、實際重要性提高、鑒于原設計標準偏低、結構的病害和老化破損以及地處強震區對抗震設防的要求,為日後加大流量進行技術改造提供依據,因而急需對作較詳細的安全可靠性評估和抗震性能評估。本文針對該進行了原位現場檢測,並對其進行結構分析計算和結構的安全性能與抗震性能的評估等方面的工作。
  7. 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

    本論文研究的渠段為陸渾灌區東一乾渠壅最為嚴重的渠段,從郝灣進口(樁號12 + 123 . 6 )至上天院隧洞出口(樁號24 + 091 . 1 ) ,其主要內容是,分析渠道流特徵,建立東一乾渠輸狀況的數學模型,根據測量斷面及實際糙率、建築物、彎道等因素的不同,將渠道劃分成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。
  8. Planning design and construction of aqueduct of shenzhen reservoir

    深圳庫大型的規劃設計與施工
  9. Survey scheme of the aqueduct of the caohe river in the south - north water diversion

    北調中線漕河身預應力監測實施方案研究
  10. Key technical problems of the caohe aqueduct project in middle line of the south - to - north water diversion

    北調中線漕河工程施工的關鍵技術問題
  11. On the mrp, the truss arch aqueduct is comprehensively researched in this paper, including its structural characteristic, structural calculation and reliability analysis

    本文結合南北調中線工程,對下承式空腹桁架拱排的特點、結構計算以及結構的可靠性進行了較全面研究。
  12. The prestressed drainage aqueduct of through open - web truss arch structure is widely applied to cross the main canal of the mrp. it is important and significative to study the aqueduct ' s structure design and reliability thoroughly

    預應力下承式空腹桁架拱在總乾渠排建築物中被廣泛採用,其結構設計和安全可靠性是一個非常重要且值得深入研究的問題。
  13. Just beyond the rear of chinzan - so is sekiguchi basho - an photo on left where the renowned haiku poet matsuo basho is said to have resided when he was involved in constructing the kanda - josui aqueduct

    椿山莊後面便是關口芭蕉庵見左圖,據說著名俳句詩人松尾芭蕉在參與修建神田上時曾住於此地。
  14. The article analyses the reasons for the main defects such as cracks, subsidence and ablations that existes in the irrigation collocation buildings such as aqueduct, clough and water fall and puts for ward some technical processing measures

    摘要文章對深史杭灌區配套建築物閘、跌等存在的裂縫、沉陷、沖蝕等主要癥害原因進行了分析,提出了相應的處理措施。
  15. So far as the aqueduct with large discharge and lower head is concerned, the non - uniform flow will occur in the aqueduct, when the discharge is enlarged after the water - carrying section being determined based on the design discharge and the given head ; for which the flow condition must be presumed, so as to determine the water surface profile

    摘要大流量低根據設計流量和給定頭確定過斷面后,通過加大流量時,內就會發生非均勻流,需對這種流情況進行推算,以確定在通過加大流量時的面線。
  16. The comparative analysis is made firstly, which shows that the truss arch aqueduct can be built on the weak foundation and is also satisfied with the demand for large span length and the great discharge ability, so the type of aqueduct is a better for the project. then the finite element program ( super sap93 ) is applied to the structural analysis of the space structure

    首先通過對常用結構型式的對比分析,闡明該是一種可在軟弱地基上修建的、能滿足大跨度、大流量要求、適用於南北調中線工程的排建築物,然後運用有限元分析程序supersap93對桁架拱空間結構進行了受力分析。
  17. 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

    如東一乾渠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,東一乾渠郝灣出口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,即東一乾渠上段目前僅能通過流量24m ~ 3 s左右,只有設計值的50左右,不僅使灌區效益得不到正常發揮,嚴重阻礙了灌區范圍內的經濟發展,而且使渠道經常處于小流量、高位運行,延長了次通時間,大大增加了渠道工程的安全管理難度。
  18. In the end the stochastic finite element method ( sfem ) is used to point out the key part for maintenance. 9. the girder aqueduct structure of li river of the snwtp as an example is analysised for its risk. every parts of the structure are studied ; the failure modes and failure functions are established

    9 、進行了南北調澧河的力學風險分析,研究了各部位的破壞模式,建立了相應的失效模式功能函數,計算了各部位的可靠指標,隨后運用非線性隨機有限元理論詳細分析了整體結構,得出了一些有益結論。
  19. The large water conservancy engineering transporting water from south to north will relieve the lack of water resource of north - west and north - china regions. it has been wrote into " tenth five - year plan " of china. as a building spanning rivers to transport water, large - scale aqueduct plays an important role in this water conservancy engineering

    北調利工程是為緩解我國西北及華北地區資源缺乏而將興建的大型利工程,現已列入我國「十五」發展計劃,其中大型作為跨越河流等的輸建築物在南北調利工程中佔有重要地位。
  20. By finding the big penetrating crack in wangpu aqueduct upper frusta structure, the task group has adopted the integrated measures of chemical perfusion, carbonized fibre reinforcement and doping external surfaces to effectively reinforce the work, and improved the reinforcing techniques considering the characteristic of hydraulic engineering, made remarkable benefit in social, economic aspects

    摘要針對王鋪上部墩柱結構出現的大開度貫穿性裂縫,經過全面分析和多方案綜合對比,採用裂縫化灌、碳纖維加固、外表面刷塗性環保型乳膠漆外墻塗料作為防護的綜合措施對原工程進行有效的加固處理,並結合利工程的自身特點改進了加固技術工藝,取得了顯著的經濟和社會效益。
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