最大瞬時流量 的英文怎麼說
中文拼音 [zuìdàshùnshíliúliáng]
最大瞬時流量
英文
maximum instantaneous discharge- 最 : 副詞(表示某種屬性超過所有同類的人或事物) most; best; worst; first; very; least; above all; -est
- 瞬 : Ⅰ名詞(眼珠一動; 一眨眼) wink; twinkling Ⅱ動詞(眨眼) wink
- 時 : shí]Ⅰ名1 (比較長的一段時間)time; times; days:當時at that time; in those days; 古時 ancient tim...
- 流 : 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...
- 量 : 量動1. (度量) measure 2. (估量) estimate; size up
- 流量 : rate of flow; flow; runoff; discharge; throughput; (flow) rate; quantity (of flow); flux
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Fluid noise mainly comes from out put pulsation of rate of flow, the main reason of out put pulsation of rate of flow is the instant high pressure return flow that obturation cubage produced when the big round curve pressure transition. the v trough on the port plate can reduce the fluid noise. in this paper, the author based on the acting of dam a river and condensability of liquid and used matlab language as tool to calculate the v trough on the original port plate and drew out the p - t diagrammatic curve and analyzed its shortcoming and improved the design of original v trough and got that the best size of its angle was 12. 3 and its length was 5mm and the cross section was an equilateral triangle
流體噪聲主要來源於輸出流量脈動,造成輸出流量脈動的主要原因是閉死容積在大圓弧段壓力切換時產生的瞬時高壓迴流,在配流盤上開設v型尖槽可降低因高壓迴流而引起的流體噪聲,本文以截流作用和液體的可壓縮性為理論依據,以matlab語言為工具,對原配流盤上的v型尖槽進行了理論計算,繪制出p - t圖線,分析了它的不足,並對原有v型尖槽進行了優化設計,得出了v型尖槽的最佳幾何尺寸:配流盤平面上的v型尖槽的兩邊的夾角為12 . 3 ,槽長5mm ,槽的橫截面為等邊三角形。Only the flux being decided properly, the design will match the fact well, which met the demand of user and saved the material. this paper analyzed the formulas of calculation of design flow per second and maximum flow per hour used in water supply
而是介於最大日瞬時用水量和最大時平均秒流量之間,只有合理的確定給水流量的大小,才能使得設計與實際情況能比較好的符合,既滿足了小區用戶的實際需求,又節省了管材、設備等的造價。According to the scales of small residential communities, the number of people, water supply of small residential communities have its characteristics with regulations, namely the flux formula differs from flow per second and maximum flow per hour used in water supply, but between them
住宅小區供水因受其供水范圍和人口數量的影響,其用水規律有其特點,即其設計流量應不同於按最大日瞬時用水量所確定的建築內部的設計秒流量,又不同於按城市給水最大時流量計算所得到的平均秒流量。
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