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Mechanical Engineering
Fluid Mechanics

Thermodynamics, hydraulics, machine design

23 Q 3 Topics Take Mock Test
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Difficulty: All Easy Medium Hard 11–20 of 23
Topics in Mechanical Engineering
All Thermodynamics 100 Fluid Mechanics 79 Machine Design 80
Q.11 Easy Fluid Mechanics
A fluid undergoes viscous deformation with velocity gradient du/dy = 50 s⁻¹. For Newtonian fluid with μ = 0.1 Pa·s, the shear stress is:
A 5 Pa
B 500 Pa
C 5000 Pa
D 0.002 Pa
Correct Answer:  A. 5 Pa
EXPLANATION

τ = μ(du/dy) = 0.1 × 50 = 5 Pa

Test
Q.12 Easy Fluid Mechanics
For steady flow of an incompressible fluid through a variable area duct, which equation relates velocities at different sections?
A Bernoulli equation
B Continuity equation (A₁v₁ = A₂v₂)
C Energy equation
D Momentum equation
Correct Answer:  B. Continuity equation (A₁v₁ = A₂v₂)
EXPLANATION

Continuity equation for incompressible flow states Q = constant, so A₁v₁ = A₂v₂

Test
Q.13 Easy Fluid Mechanics
For flow through an orifice, the discharge coefficient Cd is always:
A Greater than 1
B Equal to 1
C Less than 1
D Zero
Correct Answer:  C. Less than 1
EXPLANATION

Cd < 1 accounts for vena contracta and frictional losses in actual orifice flow compared to ideal flow.

Test
Q.14 Easy Fluid Mechanics
Which of the following statements about boundary layers is correct?
A Boundary layer thickness increases linearly with distance
B Shear stress is zero at the wall surface
C Boundary layer develops due to viscous effects near the surface
D Boundary layer is independent of Reynolds number
Correct Answer:  C. Boundary layer develops due to viscous effects near the surface
EXPLANATION

Boundary layer develops due to viscous effects that cause velocity gradient near solid surfaces, creating shear stress.

Test
Q.15 Easy Fluid Mechanics
For laminar flow in a circular pipe, the Hagen-Poiseuille equation gives volumetric flow rate as Q = πΔPd⁴/(128μL). This assumes:
A Turbulent flow with smooth pipes
B Incompressible, fully developed laminar flow
C Compressible flow with entrance effects
D Flow with variable viscosity
Correct Answer:  B. Incompressible, fully developed laminar flow
EXPLANATION

Hagen-Poiseuille equation is valid for incompressible, fully developed laminar flow in circular pipes without entrance effects.

Test
Q.16 Easy Fluid Mechanics
A fluid with dynamic viscosity μ = 0.8 Pa·s and density ρ = 800 kg/m³ flows through a pipe. What is the kinematic viscosity?
A 1.0 × 10⁻³ m²/s
B 6.4 × 10⁻⁴ m²/s
C 1.25 × 10⁻³ m²/s
D 8.0 × 10⁻⁴ m²/s
Correct Answer:  A. 1.0 × 10⁻³ m²/s
EXPLANATION

Kinematic viscosity ν = μ/ρ = 0.8/800 = 1.0 × 10⁻³ m²/s

Test
Q.17 Easy Fluid Mechanics
In a converging nozzle, as the cross-sectional area decreases, the velocity of incompressible flow:
A Decreases
B Increases
C Remains constant
D First increases then decreases
Correct Answer:  B. Increases
EXPLANATION

From continuity equation A₁V₁ = A₂V₂, when area decreases, velocity must increase to maintain constant mass flow rate.

Test
Q.18 Easy Fluid Mechanics
Water at 20°C flows through a pipe network. The dynamic viscosity of water at 20°C is approximately:
A 0.001 N·s/m²
B 0.01 N·s/m²
C 0.1 N·s/m²
D 1.0 N·s/m²
Correct Answer:  A. 0.001 N·s/m²
EXPLANATION

The dynamic viscosity of water at 20°C is approximately 1.002 × 10⁻³ N·s/m² or 0.001 N·s/m², which is used in Reynolds number calculations.

Test
Q.19 Easy Fluid Mechanics
Bernoulli's equation applies to:
A Viscous flow with heat transfer
B Inviscid, incompressible, steady flow along a streamline
C Compressible flow with friction
D Turbulent flow in pipes
Correct Answer:  B. Inviscid, incompressible, steady flow along a streamline
EXPLANATION

Bernoulli's equation is valid for inviscid (frictionless), incompressible, steady flow along a streamline. It represents energy conservation in such flows.

Test
Q.20 Easy Fluid Mechanics
What is the dimension of pressure coefficient (Cₚ)?
A Dimensionless
B [M L⁻¹ T⁻²]
C [M L² T⁻³]
D [M L T⁻¹]
Correct Answer:  A. Dimensionless
EXPLANATION

Pressure coefficient Cₚ = (P - P∞)/(0.5ρV∞²) is a dimensionless quantity used in aerodynamics and fluid mechanics.

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