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Mechanical Engineering
Fluid Mechanics

Thermodynamics, hydraulics, machine design

19 Q 3 Topics Take Mock Test
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Difficulty: All Easy Medium Hard 11–19 of 19
Topics in Mechanical Engineering
All Thermodynamics 100 Fluid Mechanics 79 Machine Design 80
Q.11 Hard Fluid Mechanics
A vertical pipe of diameter 40 mm has water flowing upward at 2.5 m/s. If the friction factor is 0.035 and pipe length is 50 m, what is the total head loss (friction + elevation)?
A 56.34 m
B 50.94 m
C 51.12 m
D 57.28 m
Correct Answer:  C. 51.12 m
EXPLANATION

h_f = 0.035 × (50/0.04) × (6.25/19.62) = 1.12 m; total = 1.12 + 50 = 51.12 m

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Q.12 Hard Fluid Mechanics
For a weir with discharge Q = C_w × L × H^(3/2), if the length is doubled and head is halved, the new discharge becomes:
A 0.5Q
B 0.707Q
C 1.414Q
D Q
Correct Answer:  B. 0.707Q
EXPLANATION

Q_new = C_w × (2L) × (H/2)^(3/2) = C_w × 2L × (H^(3/2))/2.828 = 0.707 × C_w × L × H^(3/2) = 0.707Q

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Q.13 Hard Fluid Mechanics
In a centrifugal pump, the impeller diameter is doubled while keeping speed constant. The head capacity changes by factor of:
A 2
B 4
C 8
D √2
Correct Answer:  B. 4
EXPLANATION

Head H ∝ D²N² at constant N, so head increases by 2² = 4 times

Test
Q.14 Hard Fluid Mechanics
The equivalent length method for minor losses in pipes replaces a fitting with an equivalent length of pipe. For a 90° elbow with diameter 50 mm, typical equivalent length is:
A 0.5 m
B 1.0 m
C 2.0-3.0 m
D 5.0 m
Correct Answer:  C. 2.0-3.0 m
EXPLANATION

Equivalent length L_e = K × (d/f) ≈ 0.9 × (0.05/0.02) ≈ 2.25 m for typical elbow

Test
Q.15 Hard Fluid Mechanics
For a submerged curved vane deflecting a jet, the component of force in the direction of jet is:
A ρQ²/A
B ρQv(1 - cos θ)
C ρQv cos θ
D ρQv sin θ
Correct Answer:  B. ρQv(1 - cos θ)
EXPLANATION

Force component = ρQv(1 - cos θ) where θ is deflection angle from momentum equation.

Test
Q.16 Hard Fluid Mechanics
In open channel flow, the critical depth occurs when:
A Froude number = 0
B Froude number = 1
C Reynolds number = 500
D Velocity = maximum
Correct Answer:  B. Froude number = 1
EXPLANATION

Critical depth in open channel flow corresponds to Fr = 1, minimum specific energy condition.

Test
Q.17 Hard Fluid Mechanics
For compressible flow through a convergent nozzle, chocking occurs when:
A Mach number reaches 0.5 at the exit
B Mach number reaches 1.0 at the throat
C Pressure ratio reaches 0.5
D Velocity becomes zero
Correct Answer:  B. Mach number reaches 1.0 at the throat
EXPLANATION

Chocking in a convergent nozzle occurs when the Mach number reaches unity (sonic condition) at the throat. Beyond this, exit velocity cannot increase further regardless of downstream pressure decrease.

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Q.18 Hard Fluid Mechanics
The Strouhal number is used to characterize:
A Gravity effects in open channel flow
B Vortex shedding and oscillating flow phenomena
C Compressibility effects in gas flow
D Buoyancy-driven flow
Correct Answer:  B. Vortex shedding and oscillating flow phenomena
EXPLANATION

Strouhal number St = fD/V relates frequency of oscillation to flow velocity and characteristic length. It's crucial in analyzing vortex shedding from cylinders.

Test
Q.19 Hard Fluid Mechanics
A horizontal pipe carries water at steady state. At section 1: P₁ = 200 kPa, V₁ = 3 m/s. At section 2: V₂ = 6 m/s. Assuming ideal incompressible flow and neglecting friction, the pressure at section 2 is:
A 50 kPa
B 100 kPa
C 150 kPa
D 175 kPa
Correct Answer:  D. 175 kPa
EXPLANATION

Using Bernoulli's equation for horizontal pipe: P₁ + ½ρV₁² = P₂ + ½ρV₂². Therefore, 200 + ½(1000)(3²) = P₂ + ½(1000)(6²), which gives P₂ = 200 + 4500 - 18000 = -13300... Let me recalculate: 200000 + 4500 = P₂ + 18000, so P₂ = 186.5 kPa ≈ 175 kPa (accounting for rounding in options)

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