Solver Lines Pipa Udara Terkompresi |
dp = 7.57 Q 1,85 SUP> L 10 4 SUP> / (D 5 SUP> P) i>
Di mana i>
Q i> = Aliran volume udara pada kondisi atmosfer i> (m 3 SUP> / mnt) i>
DP i> = Penurunan Tekanan (KG / CM 2 / SUP>) i>
D i> = diameter dalam pipa (mm) i>
p i> = ABS awal. Tekanan (KG / CM 2 sup>) i>
l i> = panjang pipa (m) i>
1 kg / cm2 = 98068 pa = 0,97 suasana = 0.98 bar = 736 mm HG = 10 MM H2O = 2050 PSF = 14.2 psi = 29 in h2o = 32.8 ft h2o
pilihan bahasa:日本語 | 한국어 | Français | Español | ไทย| عربي | русский язык | Português | Deutsch| Italiano | Ελληνικά | Nederlands | Polskie| Tiếng Việt| বাংলা| Indonesia| Pilipino| Türk| فارسی| ລາວ| ဗမာ| български| Català| čeština| Қазақ| Magyar| Română| Україна
Copyright ©2021 - 2031 All Rights Reserved.