Online discharge in pipe flow
Online head loss in pipe flow
ν = f(T);
D = 0.66 [(ks1.25 Q9.5 / B*4.75) + (ν Q9.4 / B*5.2) ]0.04
[SI units: Q in m3/s; D in m; T in °C; h in m] [U.S. units: Q in cfs; D in ft; T in °F; h in ft]
Select:
Discharge Q :
Pipe length L :
Head loss hf :
Temperature T :
Absolute roughness ks :
OUTPUT: D = 0
D
• Pipe Flow on Wikipedia
Your request was processed at 03:54:38 am on December 23rd, 2024 [ 241223 03:54:38 ].