Endress+Hauser Prosonic S FMU90 Beschreibung Seite 221

Prosonic S FMU90
Endress+Hauser
13.2.4 Parshall-Rinnen
Parshall 1"
• Q = 15,23 m 3 /h
max
• α = 1,550
• β = 1,000
• γ = 0,0000000
• C = 0,0048651
Parshall 2"
• Q = 30,46 m 3 /h
max
• α = 1,550
• β = 1,000
• γ = 0,0000000
• C = 0,0097302
Parshall 3"
• Q = 203,8 m 3 /h
max
• α = 1,547
• β = 1,000
• γ = 0,0000000
• C = 0,0144964
Parshall 6"
• Q = 430,5 m 3 /h
max
• α = 1,580
• β = 1,000
• γ = 0,0000000
• C = 0,0249795
Parshall 9"
3
• Q = 950,5 m /h
max
• α = 1,530
• β = 1,000
• γ = 0,0000000
• C = 0,0495407
Parshall 1 ft
• Q = 1 704 m 3 /h
max
• α = 1,522
• β = 1,000
• γ = 0,0000000
• C = 0,0675749
Parshall 1,5 ft
• Q = 2 595 m 3 /h
max
• α = 1,538
• β = 1,000
• γ = 0,0000000
• C = 0,0924837
Parshall 2 ft
• Q = 3 498 m 3 /h
max
• α = 1,550
• β = 1,000
• γ = 0,0000000
• C = 0,1151107
Parshall 3 ft
• Q = 5 328 m 3 /h
max
• α = 1,566
• β = 1,000
• γ = 0,0000000
• C = 0,1575984
Durchflusskurven und Durchflussformeln
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