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Mechanical Engineering

Thermodynamics, hydraulics, machine design

54 Q 3 Topics Take Mock Test
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Difficulty: All Easy Medium Hard 21–30 of 54
Topics in Mechanical Engineering
All Thermodynamics 100 Fluid Mechanics 79 Machine Design 80
Q.21 Hard Fluid Mechanics
The Mach number M = V/a represents the ratio of flow velocity to the speed of sound. For subsonic compressible flow in a converging nozzle, what occurs to the Mach number as the flow accelerates?
A Mach number decreases
B Mach number remains constant
C Mach number increases
D Mach number becomes negative
Correct Answer:  C. Mach number increases
EXPLANATION

In a converging nozzle with subsonic inlet flow, velocity increases and Mach number increases as flow approaches throat. This principle is critical in rocket propulsion and aerospace applications in India.

Test
Q.22 Hard Fluid Mechanics
For a Venturi tube with throat area ratio A₁/A₂ = 3 and upstream pressure P₁ = 200 kPa, assuming inviscid flow (Bernoulli applicable), if the pressure at throat P₂ drops to 80 kPa, the upstream velocity V₁ is (ρ = 1000 kg/m³):
A 6.5 m/s
B 8.2 m/s
C 10.5 m/s
D 12.8 m/s
Correct Answer:  C. 10.5 m/s
EXPLANATION

From Bernoulli: P₁/ρg + V₁²/2g = P₂/ρg + V₂²/2g. Using continuity A₁V₁ = A₂V₂, and solving: V₁ = √(2(P₁-P₂)/(ρ(A₂²/A₁²-1))) ≈ 10.5 m/s. Venturi tubes are standard in flow measurement systems.

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Q.23 Hard Fluid Mechanics
The momentum equation for a control volume states that ΣF = d(mV)/dt. For a fluid jet deflected by a flat plate at angle θ to the horizontal, the force perpendicular to the original jet direction depends on:
A Only the jet velocity
B Only the deflection angle
C Both jet velocity and deflection angle (sinθ component)
D The density of the fluid only
Correct Answer:  C. Both jet velocity and deflection angle (sinθ component)
EXPLANATION

The perpendicular force component = ρQV²sin(θ), where Q is discharge and V is velocity. This principle is used in water turbines and industrial jet applications.

Test
Q.24 Hard Fluid Mechanics
A horizontal jet of 0.02 m² cross-section with velocity 8 m/s strikes a curved vane and is deflected 60°. What is the force on the vane in the direction of jet?
A 10.24 kN
B 12.80 kN
C 6.40 kN
D 5.12 kN
Correct Answer:  C. 6.40 kN
EXPLANATION

Force = ρAV²(1 - cos60°) = 1000 × 0.02 × 64 × 0.5 = 6.4 kN. The deflection angle affects the force component.

Test
Q.25 Hard Fluid Mechanics
In a venturi meter, if the area ratio is 4:1 and the pressure difference is 8 kPa, what is the velocity in the throat? (ρ_water = 1000 kg/m³)
A 2.06 m/s
B 4.12 m/s
C 6.18 m/s
D 8.24 m/s
Correct Answer:  B. 4.12 m/s
EXPLANATION

From Bernoulli and continuity: V₂ = √(2ΔP/(ρ(A₁²/A₂² - 1))) = √(16000/(1000 × 15)) = 4.12 m/s

Test
Q.26 Hard Fluid Mechanics
A circular jet impinges on a 45° inclined flat plate and splits equally. If jet velocity is 15 m/s and diameter is 30 mm, what is the magnitude of the resultant force?
A 2650 N
B 2074 N
C 2648 N
D 1874 N
Correct Answer:  C. 2648 N
EXPLANATION

Using momentum equation with 45° deflection, the resultant force = ρAV² × √2 = 1000 × 0.000707 × 225 × 1.414 = 2648 N

Test
Q.27 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

Test
Q.28 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.29 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.30 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

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