filling coefficient 中文意思是什麼

filling coefficient 解釋
充實系數
  • filling : n. 1. 裝滿,填裝;填補。2. 填料;填土。3. (糕點內的)餡。4. (織品的)緯紗,漿料。
  • coefficient : adj. 共同作用的。n. 1. 共同作用;協同因素。2. 【數,物】系數,率;程度。
  1. Static benefits are generated from peaking and valley - filling, which are further divided into capacity benefits and coal saving benefits. dynamic benefits come from its fast starting and flexible operation, including frequency regulation, synchronous condenser operation, fast coverage of steep load gradient and synchronous spinning reserve. as for the calculation of static benefits of pumped storage plant, the alternative coefficient method is normally adopted at present

    目前在抽水蓄能電站的靜態效益計算中,一般採用替代系數法,即用抽水蓄能電站的裝機容量乘以容量替代系數( 1 . 05 1 . 1 )計算抽水蓄能電站的替代容量;用抽水蓄能電站的發電量乘以電量替代系數( 1 . 05 )計算替代電站的發電量,再根據循環效率的大小計算抽水蓄能電站的燃料消耗。
  2. Practices show that the compressive strength, the modulus of elasticity, the permeability coefficient and the compactness of concrete obtained respectively by the compaction method, the unconfined compression static compaction method, the sand trenching and filling method, and nuclear densimeters meet the requirement of design, and the mixing proportion of concrete of the side - wall is reasonable

    實踐證明施工中用擊實法、無側限抗壓靜力壓實法、挖坑灌砂法及核子密度儀分別檢測出的邊墻混凝土抗壓強度、彈性模量、滲透系數和密實度值均滿足設計要求,邊墻混凝土配合比合理。
  3. In this paper, ptfe and ptfe composited with sicp, sicw, mos2p and sicp + mos2p with various ratios respectively have been obtained by compression molding. under the condition of dry friction, a systematic study has been done on the weight loss and the friction coefficient of composites and the relations between the properties and content of the filling, the load and the sliding velocity

    在干摩擦滑動磨損條件下,對ptfe材料及其復合材料的磨損失重、摩擦系數及磨損機理進行了研究,同時對其與磨損外部條件(載荷、滑動速度)和材料的內部因素(填料的含量、粒徑、種類)的關系進行了較為系統的研究。
  4. Study on workability - design of fresh concrete was carried out by introducing coefficient of filling - voids of mortar ( cfvm ), where cfvm was the ratio of voids content of densely packed coarse aggregates to the volume of mortar in concrete

    在新拌混凝土工作性設計中引入了砂漿填充系數c _ ( fvm )的概念, c _ ( fvm )是混凝土中砂漿體積與粗集料振動密實空隙體積的比值。
  5. As for uhmwpe - base composites reinforced by cu powder, the one whose filling cu powder makes up 15 % of the composite by weight has lower friction coefficient and smaller wear value than the others

    填料cu粉質量分數為15時的復合材料摩擦系數較小,磨損量較低;填料cuo質量分數為10 15時復合材料的摩擦磨損性能較好。
  6. Package testing ; stipulation of filling rate of pre - packages, form with coefficient of variation of the density of products and of the package for cleaning products

    包裝試驗.預包裝充滿率的規定.產品密度和清洗產品包
  7. Package testing ; stipulation of filling rate of pre - packages, form with coefficient of variation of the density of products and of the package for plants protection products and similar products

    包裝檢驗.預包裝充滿率的規定.產品密度和植物防護產
  8. Package testing ; stipulation of filling rate of pre - packages, form with coefficient of variation of the density of products and of the package for washing and cleaning products and similar products

    包裝檢驗.預包裝件裝滿率的規定.洗滌清潔及類似制
  9. Analytic results show that : the lock chamber filling and emptying effectiveness is high, the filling time of a chamber in prototype is less by 17. 6 % than that in model, and the maximum discharge and discharge coefficient in prototype are larger by 32 %, 34. 6 %, respectively, against those in model

    資料分析結果表明:閘室輸水系統輸水效率高,輸水時間原型較模型縮短17 . 6 % ,最大流量較模型增大32 % ,流量系數較模型增大34 . 6 % 。
  10. Based on the comparison between theoretical calculation and test results, this paper suggests that the filling coefficient of coronary rivet should be at 0. 474

    通過理論計算與試驗結果的對比,建議冠狀鉚釘干涉配合的填充系數可取為0 . 474 。
  11. By the friction experiment of reinforcement geosynthetic materials, some internal laws about the frictional property of the reinforced earth are obtained and described as follows : l. the development of the friction between reinforcement and filling has a direct relation to the relative displacement between the two ones ; 2. the vertical pressure can influent the friction only within certain limits ; 3. the pseudo - friction coefficient f shows a nonlinear reduction with the increase of vertical pressure

    摩擦試驗得到了筋土界面的摩擦特性規律: ( 1 )筋帶與填料之間摩阻力的發揮與兩者之間的相對位移有直接關系。 ( 2 )垂直壓力對摩阻力的影響只在一定范圍內起作用。 ( 3 )似摩擦系數f隨垂直壓力的增大呈非線性減小。
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