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Quiz on flow through pipes

Total questions: 10

Worksheet time: 5mins

Name
Class
Date
1.

Identify the type of energy loss that occurs due to fluid friction along the length of the pipe.

a)
Velocity change
b)
Frictional loss
c)
Pressure drop
d)
Thermal loss
2.

Explain what the term f represents in the Darcy–Weisbach equation.

a)
The pressure drop (f) in a pipe system.
b)
The friction coefficient (f) in fluid dynamics.
c)
The flow rate (f) in the continuity equation.
d)
The Darcy friction factor (f) in the Darcy–Weisbach equation.
3.

Identify which type of loss occurs due to fittings, bends, and valves.

a)
Minor loss
b)
Static loss
c)
Major loss
d)
Dynamic loss
4.

Calculate the head loss due to sudden enlargement where V1 = 3 m/s and V2 = 1.5 m/s

a)

0.23

b)

0.56

c)

0.41 m

d)

0.19 m

5.

Interpret the term “Hydraulic gradient line (HGL)”

a)

Line joining total energy heads

b)

Line joining pressure heads + datum heads

c)

Line joining velocity heads only

d)

Line joining potential heads only

6.

Compare energy losses in laminar and turbulent flow.

a)
Energy losses are the same in both laminar and turbulent flow.
b)
Laminar flow experiences higher energy losses from chaotic turbulence.
c)
Energy losses are lower in laminar flow and higher in turbulent flow due to increased friction and chaotic motion.
d)
Turbulent flow has lower energy losses due to smooth motion.
7.

Recognize the typical range of Reynolds number for transition from laminar to turbulent flow in pipes.

a)
2000 to 4000
b)
4000 to 6000
c)
1500 to 2500
d)
1000 to 2000
8.

Express why sudden enlargement causes energy loss.

a)

Due to cavitation

b)

Due to formation of eddies and turbulence

c)

Due to air entrainment

d)

Due to decrease in pressure head

9.

Critically assess why minor losses cannot always be neglected in short pipes

a)

Because they dominate when length is small

b)

Because velocity changes are negligible

c)

Because friction factor is small

d)

Because they depend only on pipe material

10.

Identify which factor increases the friction factor in turbulent flow.

a)
Increased surface roughness
b)
Decreased fluid velocity
c)
Reduced pipe diameter
d)
Lower temperature of the fluid