5. A 50-m duct is 0.060-m in diameter (Figure 2). Calculate the flow rate (m³/sec). Pfluid=917 kg/m³ (density of fluid). 1 Hfluid = 13.6 Pas (viscosity of fluid). TT-3.14 g=9.81 m/s² HINTS: Use Bernoulli. No unit conversion is needed. Consider the flow as laminar. Point 2 is datum level. Velocity and pressure heads at point 1 are zero (open to atm). Elevation and velocity heads at point 2 are zero (datum level and open to atm). 12 m L = 50 m 205000 Pa gage 2 Figure 2
5. A 50-m duct is 0.060-m in diameter (Figure 2). Calculate the flow rate (m³/sec). Pfluid=917 kg/m³ (density of fluid). 1 Hfluid = 13.6 Pas (viscosity of fluid). TT-3.14 g=9.81 m/s² HINTS: Use Bernoulli. No unit conversion is needed. Consider the flow as laminar. Point 2 is datum level. Velocity and pressure heads at point 1 are zero (open to atm). Elevation and velocity heads at point 2 are zero (datum level and open to atm). 12 m L = 50 m 205000 Pa gage 2 Figure 2
Elements Of Electromagnetics
7th Edition
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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![5. A 50-m duct is 0.060-m in diameter (Figure 2). Calculate the flow rate (m³/sec).
Pfluid=917 kg/m³ (density of fluid).
1
Hfluid = 13.6 Pas (viscosity of fluid).
T-3.14
g=9.81 m/s²
HINTS:
Use Bernoulli. No unit conversion is needed.
Consider the flow as laminar.
Point 2 is datum level.
Velocity and pressure heads at point 1 are zero (open to atm).
Elevation and velocity heads at point 2 are zero (datum level and open to atm).
12 m
L = 50 m
205000 Pa
gage
2
Figure 2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5045b7e9-e92c-4a16-aa82-76599f5eb7ca%2F28ad53ef-dc11-4d8f-97d3-49163c640229%2F8yx5cmp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5. A 50-m duct is 0.060-m in diameter (Figure 2). Calculate the flow rate (m³/sec).
Pfluid=917 kg/m³ (density of fluid).
1
Hfluid = 13.6 Pas (viscosity of fluid).
T-3.14
g=9.81 m/s²
HINTS:
Use Bernoulli. No unit conversion is needed.
Consider the flow as laminar.
Point 2 is datum level.
Velocity and pressure heads at point 1 are zero (open to atm).
Elevation and velocity heads at point 2 are zero (datum level and open to atm).
12 m
L = 50 m
205000 Pa
gage
2
Figure 2
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