排流口徑 的英文怎麼說

中文拼音 [bèiliúkǒujìng]
排流口徑 英文
diameter of exhaust opening
  • : 排構詞成分。
  • : Ⅰ動1 (液體移動; 流動) flow 2 (移動不定) drift; move; wander 3 (流傳; 傳播) spread 4 (向壞...
  • : 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) ...
  • : Ⅰ名詞1 (狹窄的道路; 小路) footpath; path; track 2 (達到目的的方法) way; means 3 (直徑的簡稱...
  1. Install 5 pipe diameters minimum downstream from pump discharge or elbows to avoid flow turbulence. flow straighteners may be required in extreme cases

    安裝在距離泵或彎管下游至少5倍管道直的地方,以避免產生水擾動。在極端情況下,可能需要向矯直裝置。
  2. Effects of different fuel - air ratios and different geometric parameters of dual - stage swirler ( such as inner diameters of the primary swirl and secondary swirl passages, outer diameters of the secondary swirl passages, vane angle of the primary and secondary swirler, the distance of the flare exit from throat etc ) on combustion performances are studied experimentally. the experimental results show that radial profiles of the outlet gas temperature 、 combustion efficiency 、 emissions of co2 、 co and nox and lean blowout are affected with different degrees by the different geometric parameters of dual - stage swirler and the arrangement of primary holes

    在不同油氣比下,不同的雙級旋器幾何參數(例如:一級與二級旋器出d 、葉片安裝角、二級旋器出d 、二級旋器的喉道到出截面的距離l和喉道前後的圓弧半r以及主燃孔孔布局等)對單頭部環形燃燒室的出溫度分佈、燃燒效率、貧油熄火油氣比以及污染物( co _ 2 、 co和nox )放等燃燒性能的影響規律進行了研究。
  3. Complicated hydrologic and geographic conditions, and the large scale of the xiaolangdi hydraulic project on the yellow river are introduced briefly. three desilting tunnels are designed to meet the requirements of flood control, sediment discharge and runoff regulation. according to the performance requirements of desilting tunnels, the tunnel lining down - stream of the grouting curtain is designed to be post - tensional prestressed lining. on the basis of investigation and research, experiements and analysis, the unbonded prestressing system is used. it is the largest unbonded prestressed tunnel lining project in the world, and the first one in china

    簡介黃河小浪底水利樞紐復雜的水文、地質條件以及龐大的工程規模.該樞紐設計有3條沙洞,擔負著泄洪、沙、調節和保證進水不被泥沙淤堵的任務.根據沙洞的水庫運用要求,灌漿帷幕下游沙洞洞身段設計為混凝土后張預應力隧洞.通過大量的調研、試驗、分析論證,在施工前確定該預應力方案選用無粘結預應力系統,成為目前世界上規模最大的無粘結預應力隧洞襯砌工程,在國內尚屬首例
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