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8.2 Calculation design ALXW 73.6 m^2 Sport Area for 20 person it is 200 L/s Flow exhaust per area =A × 0.9 =66.2 total exhaust flow is 267 L/s so, Q = V × Aduct Aduct Lduct Wduct=0.0625 m^2 V=4.272 m/s 4,665 15,791 Spet Rock HL = (fx +Σk)-4 m 29 5 elbow 90 degree 0.45 then the total K factor is 2.25 Kinematics viscosity = 1 x 10-5 m²/s Re = vxdequivelent pipe 120470 ν The friction factor is 0.03 Aduct a² Apipe π× d= 0.282 m We assume that the length pipe is 20 m pressure drop = Pair x gx H=48 pa Pair-1.2 kg/m^3

8.2 Calculation design ALXW 73.6 m^2 Sport Area for 20 person it is 200 L/s Flow exhaust per area =A × 0.9 =66.2 total exhaust flow is 267 L/s so, Q = V × Aduct Aduct Lduct Wduct=0.0625 m^2 V=4.272 m/s 4,665 15,791 Spet Rock HL = (fx +Σk)-4 m 29 5 elbow 90 degree 0.45 then the total K factor is 2.25 Kinematics viscosity = 1 x 10-5 m²/s Re = vxdequivelent pipe 120470 ν The friction factor is 0.03 Aduct a² Apipe π× d= 0.282 m We assume that the length pipe is 20 m pressure drop = Pair x gx H=48 pa Pair-1.2 kg/m^3

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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what is the formulas using pls with the name of all formulas and when i used it please very urgent
8.2 Calculation design ALXW 73.6 m^2 Sport Area for 20 person it is 200 L/s Flow exhaust per area =A × 0.9 =66.2 total exhaust flow is 267 L/s so, Q = V × Aduct Aduct Lduct Wduct=0.0625 m^2 V=4.272 m/s 4,665 15,791 Spet Rock HL = (fx +Σk)-4 m 29 5 elbow 90 degree 0.45 then the total K factor is 2.25 Kinematics viscosity = 1 x 10-5 m²/s Re = vxdequivelent pipe 120470 ν The friction factor is 0.03 Aduct a² Apipe π× d= 0.282 m We assume that the length pipe is 20 m pressure drop = Pair x gx H=48 pa Pair-1.2 kg/m^3
Transcribed Image Text:8.2 Calculation design ALXW 73.6 m^2 Sport Area for 20 person it is 200 L/s Flow exhaust per area =A × 0.9 =66.2 total exhaust flow is 267 L/s so, Q = V × Aduct Aduct Lduct Wduct=0.0625 m^2 V=4.272 m/s 4,665 15,791 Spet Rock HL = (fx +Σk)-4 m 29 5 elbow 90 degree 0.45 then the total K factor is 2.25 Kinematics viscosity = 1 x 10-5 m²/s Re = vxdequivelent pipe 120470 ν The friction factor is 0.03 Aduct a² Apipe π× d= 0.282 m We assume that the length pipe is 20 m pressure drop = Pair x gx H=48 pa Pair-1.2 kg/m^3
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