G Q1/ Water flow through an orifice meter at an empirical equation Re = 0.35Re0 – and a rate of 300*10° m/s, what will be the difference in pressure head across the meter. Note that : 0.9m. Re= 5095.53 Ca = 0.61 g= 9.81m/s? p=1000 kg/m u = 1*10* kg/m.s m'= Mass flow rate G=Mass flux Re0= Reynolds number at orifice meter

G Q1/ Water flow through an orifice meter at an empirical equation Re = 0.35Re0 – and a rate of 30010° m/s, what will be the difference in pressure head across the meter. Note that : 0.9m. Re= 5095.53 Ca = 0.61 g= 9.81m/s? p=1000 kg/m u = 110* kg/m.s m'= Mass flow rate G=Mass flux Re0= Reynolds number at orifice meter

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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G
Q1/ Water flow through an orifice meter at an empirical equation Re = 0.35Re0
and a rate of 300*10° m/s, what will be the difference in pressure head across the meter.
Note that :
0.9m.
Re= 5095.53
Ca = 0.61
g= 9.81m/s?
p=1000 kg/m³
u = 1*10* kg/m.s
m= Mass flow rate
G=Mass flux
Re0= Reynolds number at orifice meter

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