Durchflusskurven und Durchflussformeln
218
QV 310
• Q
= 1 982 m
3
/h
max
• α = 1,500
• β = 2,500
• γ = 0,0001290
• C = 0,0794162
QV 313
• Q
= 3 308 m
3
/h
max
• α = 1,500
• β = 2,500
• γ = 0,0000992
• C = 0,1032410
QV 316
3
• Q
= 6 181 m
/h
max
• α = 1,500
• β = 2,500
• γ = 0,0000806
• C = 0,1270659
Prosonic S FMU90
Endress+Hauser