堰的上游 的英文怎麼說

中文拼音 [yàndeshàngyóu]
堰的上游 英文
back of weir
  • : 名詞(較低的擋水建築物) weir
  • : 4次方是 The fourth power of 2 is direction
  • : 上名詞[語言學] (指上聲) falling-rising tone
  • : Ⅰ動詞1 (人或動物在水裡行動) swim 2 (各處從容地行走; 閑逛) rove around; wander; travel; tour 3...
  1. ( 6 ) the destroying of the barrier dam can result in the change of the lower environment. so protecting the upper environment is not only the necessity to the development itself, but the key to the lower environment

    ( 6 )塞壩體潰決引起岷江下環境變化,因此保護好岷江生態環境不僅僅是本身發展需要,也是岷江中下環境好壞關鍵。
  2. Zipingpu multi - purpose dam construction project is located at yingxiu - dujiangyan reach, upstream of minjiang river, west sichuan

    紫坪鋪水利樞紐工程位於四川省西部岷江,映秀至都江市沙金壩河段
  3. Abstract : a brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    文摘:介紹三峽工程科研項目,綜述三峽工程開工以來主要科研成果及工程應用情況,包括:一期土石圍基礎處理與施工技術;大江截流土石圍平拋墊底研究;二期圍防滲工程研究;大江截流計算機科學管理;大壩混凝土澆築方案及主要施工機械選型;混凝土原材料和耐久性優化試驗研究;大壩基礎深層抗滑穩定研究;三峽電站進水口型式研究;鋼襯鋼筋混凝土引水管道研究;蝸殼打壓、廠壩間伸縮節問題研究;永久船閘引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻結構與支護研究;特大型水輪發電機組科學研究。
  4. A brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    介紹三峽工程科研項目,綜述三峽工程開工以來主要科研成果及工程應用情況,包括:一期土石圍基礎處理與施工技術;大江截流土石圍平拋墊底研究;二期圍防滲工程研究;大江截流計算機科學管理;大壩混凝土澆築方案及主要施工機械選型;混凝土原材料和耐久性優化試驗研究;大壩基礎深層抗滑穩定研究;三峽電站進水口型式研究;鋼襯鋼筋混凝土引水管道研究;蝸殼打壓、廠壩間伸縮節問題研究;永久船閘引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻結構與支護研究;特大型水輪發電機組科學研究。
  5. ( 2 ) validate whether the crest elevation can meet the require of energy dissipation and erosion prevention during the beginning period of flood discharge. ( 3 ) calculate the altitude of downriver cofferdam, and make it meet the require of energy dissipation and erosion prevention. ( 4 ) calculate some average velocity of flow through some sections, including contracted section in stilling basins behind upriver cofferdam, if the hydraulic jump happen in lower reaches of the river. the program will calculate the average velocity of flow of contracted section and the length of the apron

    主要設計內容包括:計算后消力池尺寸;驗證泄洪初期壩面高程是否能夠滿足消能防沖需要;計算下頂高程,使其滿足泄洪期圍和壩體過流消能防沖和工程進度需要;計算部分斷面平均流速,包括:后消力池中收縮斷面斷面平均流速;壩首和壩末斷面平均流速;當下遊河道發生水躍時,計算下遊河道收縮斷面平均流速及需要鋪設護坦長度。
  6. Through the analysis on the process of change claim on construction of temporary cofferdam for the downstream leading channel of jinghong hydropower station, the full process of how to make the application for change of construction project based on the change between the actual construction condition and the construction condition during bidding and how to realize the approval of the quotation of contract change is described herein for the construction enterprise, and then some viewpoints on the management and utilization of the relevant talent resources are put forward as well

    摘要工程索賠是一項知識和技術面很廣,復雜而又系統性很強工作,文中通過分析景洪水電站下引航道圍變更索賠過程,說明施工單位如何根據實際施工條件和投標時施工條件改變,提出變更立項申請,實現變更報價審批過程,同時在人才資源管理和利用提出一些見解。
  7. In harsh climate region, mere exists obvious local stress concentration near the upstream and downstream of the exposed - in - winter horizontal surface of the rcc dam, and the surface of spillway bucket though heat insulation is applied on the surfaces, tensile stress still exceeds the allowable one of concrete. this paper puts forward to adopt preset crack to avoid occurring more cracks. the special crack model is applied to simulate the dam preset crack, and the joint model of fracture mechanics is induced into strain - soften model

    在結構措施方面,針對嚴寒地區高碾壓混凝土重力壩壩體越冬層面、下面附近及溢流壩面反弧段表面有明顯局部應力集中象現,在已採取一定表面保溫防護條件下,拉應力仍然超過混凝土容許拉應力,開裂難以避免,進而提出設置碾壓混凝土壩表面預留縫結構措施並對該措施進行深入研究,包括預留縫擴展穩定和壩體沿預留縫穩定性,以避免大壩在無措施部位開裂,解決大壩越冬層面水平施工縫開裂問題。
  8. In consideration of the hydrological and meteorological conditions, the construction characteristics, and the temperature control standard of rcc for cofferdams on upper and lower reaches and for right dam sections, an introduction was given to special temperature control and management measures adopted in rcc construction of longitudinal cofferdams at jinghong hydropower station during the high temperature period

    摘要針對景洪水電站水文氣象條件、施工特點,以及和右沖壩段碾壓混凝土溫度控制標準,介紹景洪水電站縱向圍高溫季節碾壓混凝土施工過程中採取具體溫控措施,以及業主在溫控組織管理工作中採取措施。
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