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590+ Hydraulics and Fluid Mechanics Solved MCQs

These multiple-choice questions (MCQs) are designed to enhance your knowledge and understanding in the following areas: Civil Engineering .

101.

Unit of surface tension is

A. Energy/unit area
B. Velocity/unit area
C. Both of the above
D. It has no units
Answer» A. Energy/unit area
102.

A Piezometer tube is used only for measuring

A. Low pressure
B. High pressure
C. Moderate pressure
D. Vacuum pressure
Answer» C. Moderate pressure
103.

The Cipoletti weir is a __________ weir.

A. Rectangular
B. Triangular
C. Trapezoidal
D. Circular
Answer» C. Trapezoidal
104.

Pressure of the order of 10" torr can be measured by

A. Bourdon tube
B. Pirani Gauge
C. Micro -manometer
D. Lonisation gauge
Answer» D. Lonisation gauge
105.

The volume of a fluid __________ as the pressure increases.

A. Remains same
B. Decreases
C. Increases
D. None of these
Answer» B. Decreases
106.

Buoyant force is

A. The resultant force acting on a floating body
B. The resultant force on a body due to the fluid surrounding it
C. Equal to the volume of liquid displaced
D. The force necessary to maintain equilibrium of a submerged body
Answer» B. The resultant force on a body due to the fluid surrounding it
107.

A flow through a long pipe at decreasing rate is called __________ uniform flow.

A. Steady
B. Unsteady
C. Both A and B
D. None of these
Answer» B. Unsteady
108.

Choose the wrong statement

A. The center of buoyancy is located at the center of gravity of the displaced liquid
B. For stability of a submerged body, the center of gravity of body must lie directly below the center of buoyancy
C. If C.G. and center of buoyancy coincide, the submerged body must lie at neutral equilibrium for all positions
D. All floating bodies are stable
Answer» D. All floating bodies are stable
109.

The intensity of pressure at any point, in a liquid, is __________ to the depth of liquid from the surface.

A. Equal
B. Directly proportional
C. Inversely proportional
D. None of these
Answer» B. Directly proportional
110.

The discharge in an open channel corresponding to critical depth is

A. Zero
B. Minimum
C. Maximum
D. None of these
Answer» C. Maximum
111.

A piece of wood having weight 5 kg floats in water with 60% of its volume under the liquid. The specific gravity of wood is

A. 0.83
B. 0.6
C. 0.4
D. 0.3
Answer» B. 0.6
112.

A pitot tube is used to measure the

A. Velocity of flow at the required point in a pipe
B. Pressure difference between two points in a pipe
C. Total pressure of liquid flowing in a pipe
D. Discharge through a pipe
Answer» A. Velocity of flow at the required point in a pipe
113.

The total energy of each particle at various places in the case of perfect incompressible fluid flowing in continuous stream

A. Keeps on increasing
B. Keeps on decreasing
C. Remain constant
D. May increase/decrease
Answer» C. Remain constant
114.

The critical depth meter is used to measure

A. Velocity of flow in an open channel
B. Depth of flow in an open channel
C. Hydraulic jump
D. Depth of channel
Answer» C. Hydraulic jump
115.

Two pipe systems can be said to be equivalent, when the following quantities are same

A. Friction loss and flow
B. Length and diameter
C. Flow and length
D. Friction factor and diameter
Answer» A. Friction loss and flow
116.

In a footstep bearing, if the radius of the shaft is doubled, then the torque required to overcome the viscous resistance will be

A. Double
B. Four times
C. Eight times
D. Sixteen times
Answer» D. Sixteen times
117.

The value of bulk modulus of a fluid is required to determine

A. Reynold's number
B. Froude's number
C. Mach number
D. Euler's number
Answer» C. Mach number
118.

Fluid is a substance which offers no resistance to change of

A. Pressure
B. Flow
C. Shape
D. Volume
Answer» C. Shape
119.

The pressure less than atmospheric pressure is known as

A. Suction pressure
B. Vacuum pressure
C. Negative gauge pressure
D. All of these
Answer» D. All of these
120.

The normal stress in a fluid will be constant in all directions at a point only if

A. It is incompressible
B. It has uniform viscosity
C. It has zero viscosity
D. It is at rest
Answer» D. It is at rest
121.

The power transmitted through a pipe is (where w = Specific weight in N/m3, and Q = Discharge in m3/s)

A. w × Q × H
B. w × Q × hf
C. w × Q (H - hf)
D. w × Q (H + h )
Answer» C. w × Q (H - hf)
122.

A compound pipe is required to be replaced by a new pipe. The two pipes are said to be equivalent, if

A. Length of both the pipes is same
B. Diameter of both the pipes is same
C. Loss of head and discharge of both the pipes is same
D. Loss of head and velocity of flow in both the pipes is same
Answer» C. Loss of head and discharge of both the pipes is same
123.

The center of gravity of the volume of the liquid displaced by an immersed body is called

A. Metacentre
B. Center of pressure
C. Center of buoyancy
D. Center of gravity
Answer» C. Center of buoyancy
124.

A flow is called sub-sonic, if the Mach number is

A. Less than unity
B. Unity
C. Between 1 and 6
D. More than 6
Answer» A. Less than unity
125.

Barometer is used to measure

A. Pressure in pipes, channels etc.
B. Atmospheric pressure
C. Very low pressure
D. Difference of pressure between two points
Answer» B. Atmospheric pressure
126.

The center of pressure of a surface subjected to fluid pressure is the point

A. On the surface at which resultant pressure acts
B. On the surface at which gravitational force acts
C. At which all hydraulic forces meet
D. Similar to metacentre
Answer» A. On the surface at which resultant pressure acts
127.

The variation in the volume of a liquid with the variation of pressure is called its

A. Surface tension
B. Compressibility
C. Capillarity
D. Viscosity
Answer» B. Compressibility
128.

The surface tension of mercury at normal temperature is __________ that of water.

A. Same as
B. Lower than
C. Higher than
D. None of these
Answer» C. Higher than
129.

Flow of water in a pipe about 3 metres in diameter can be measured by

A. Orifice plate
B. Venturimeter
C. Rotameter
D. Pitot tube
Answer» D. Pitot tube
130.

According to Francis formula, the discharge over a rectangular weir is (where n = Number of end contractions)

A. (2/3) × Cd (L - nH) ×
B. (2/3) × Cd (L - 0.1nH) × × H3/2
C. (2/3) × Cd (L - nH) × × H²
D. (2/3) × Cd (L - nH) × × H5/2
Answer» B. (2/3) × Cd (L - 0.1nH) × × H3/2
131.

The equation of continuity holds good when the flow

A. Is steady
B. Is one dimensional
C. Velocity is uniform at all the cross sections
D. All of the above
Answer» D. All of the above
132.

A thick liquid like syrup has a __________ viscosity than a light liquid like water.

A. Lesser
B. Greater
C. Same
D. None of these
Answer» B. Greater
133.

Cavitation will begin when

A. The pressure at any location reaches an absolute pressure equal to the saturated vapour pressure of the liquid
B. Pressure becomes more than critical pressure
C. Flow is increased
D. Pressure is increased
Answer» A. The pressure at any location reaches an absolute pressure equal to the saturated vapour pressure of the liquid
134.

When a liquid is flowing through a pipe, the velocity of the liquid is

A. Maximum at the centre and minimum near the walls
B. Minimum at the centre and maximum near the walls
C. Zero at the centre and maximum near the walls
D. Maximum at the centre and zero near the walls
Answer» A. Maximum at the centre and minimum near the walls
135.

The velocity through a channel of circular section will be maximum when the depth of water is __________ the diameter of the circular channel.

A. 0.34 times
B. 0.67 times
C. 0.81 times
D. 0.95 times
Answer» C. 0.81 times
136.

Resultant pressure of the liquid in the case of an immersed body acts through

A. Centre of gravity
B. Centre of pressure
C. Metacentre
D. Centre of buoyancy
Answer» B. Centre of pressure
137.

A fluid is said to be ideal, if it is

A. Incompressible
B. Viscous and incompressible
C. Inviscous and compressible
D. Inviscous and incompressible
Answer» D. Inviscous and incompressible
138.

In a depressed nappe

A. The pressure below the nappe is atmospheric
B. The pressure below the nappe is negative
C. The pressure above the nappe is atmospheric
D. The pressure above the nappe is negative
Answer» B. The pressure below the nappe is negative
139.

The value of the coefficient of compressibility for water at ordinary pressure and temperature in kg/cm is equal to

A. 2100
B. 2700
C. 10,000
D. 21,000
Answer» D. 21,000
140.

In one dimensional flow, the flow

A. Is steady and uniform
B. Takes place in straight line
C. Takes place in curve
D. Takes place in one direction
Answer» B. Takes place in straight line
141.

To avoid vaporisation in the pipe line, the pipe line over the ridge is laid such that it is not more than

A. 2.4 m above the hydraulic gradient
B. 6.4 m above the hydraulic gradient
C. 10.0 m above the hydraulic gradient
D. 5.0 above the hydraulic gradient
Answer» B. 6.4 m above the hydraulic gradient
142.

The loss of head at exit of a pipe is (where v = Velocity of liquid in the pipe)

A. v²/2g
B. 0.5v²/2g
C. 0.375v²/2g
D. 0.75v²/2g
Answer» A. v²/2g
143.

Metacentre is the point of intersection of

A. Vertical upward force through e.g. of body and center line of body
B. Buoyant force and the center line of body
C. Midpoint between e.g. and center of buoyancy
D. All of the above
Answer» B. Buoyant force and the center line of body
144.

The imaginary line drawn in the fluid in such a way that the tangent to any point gives the direction of motion at that point, is known as

A. Path line
B. Stream line
C. Steak line
D. Potential line
Answer» B. Stream line
145.

An open vessel of water is accelerated up an inclined plane. The free water surface will

A. Be horizontal
B. Make an angle in direction of inclination of inclined plane
C. Make an angle in opposite direction to inclination of inclined plane
D. Any one of above is possible
Answer» C. Make an angle in opposite direction to inclination of inclined plane
146.

The discharge over a rectangular notch is

A. Inversely proportional to H3/2
B. Directly proportional to H3/2
C. Inversely proportional to H5/2
D. Directly proportional to H5/2
Answer» B. Directly proportional to H3/2
147.

The flow in which each liquid particle has a definite path and their paths do not cross each other is called

A. One dimensional flow
B. Streamline flow
C. Steady flow
D. Turbulent flow
Answer» B. Streamline flow
148.

The magnitude of water hammer depends upon the

A. Elastic properties of the pipe material
B. Elastic properties of the liquid flowing through the pipe
C. Speed at which the valve is closed
D. All of the above
Answer» D. All of the above
149.

The fluid forces considered in the Navier Stokes equation are

A. Gravity, pressure and viscous
B. Gravity, pressure and turbulent
C. Pressure, viscous and turbulent
D. Gravity, viscous and turbulent
Answer» A. Gravity, pressure and viscous
150.

Cavitation is caused by

A. High velocity
B. High pressure
C. Weak material
D. Low pressure
Answer» D. Low pressure

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