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Hydraulics MCQ Practice Questions

Total questions: 50

Worksheet time: 25mins

Name
Class
Date
1.

A pipe is defined as:

a)

An open channel for flow under gravity

b)

A closed conduit carrying fluid under pressure

c)

A venturi device used to measure discharge

d)

A porous medium used in seepage flow

2.

Loss of head due to bends, valves, and other fittings in a pipe are categorized as:

a)

Major losses

b)

Minor losses

c)

Primary losses

d)

Secondary losses

3.

The Darcy–Weisbach equation is used to calculate:

a)

Head loss due to friction

b)

Minor losses in a pipe

c)

Velocity distribution in a pipe

d)

Pressure drop due to contraction

4.

In Darcy–Weisbach equation, the friction factor “f”:

a)

Depends only on pipe length

b)

Is always constant for all pipes

c)

Depends on Reynolds number and pipe roughness

d)

Is independent of flow conditions

5.

Chezy’s equation relates:

a)

Pressure head and velocity head

b)

Pipe diameter and velocity

c)

Head loss and discharge

d)

Velocity, hydraulic radius, and bed slope

6.

The expression of head loss due to sudden enlargement is:

a)

V^2 / 2g

b)

V1^2 − V2^2 / 2g

c)

4flV^2 / 2gd

d)

k*V^2 / 2g

7.

The expression of head loss due to sudden contraction is:

a)

V^2 / 2g

b)

V1^2 − V2^2 / 2g

c)

4flV^2 / 2gd

d)

k*V^2 / 2g

8.

The major loss of head in a long pipe is due to:

a)

Sudden enlargement

b)

Friction between fluid and pipe wall

c)

Sudden contraction

d)

Valves and bends

9.

In pipes connected in series, which of the following is true?

a)

Head loss is the same in each pipe

b)

Discharge is the same through all pipes

c)

Velocity is the same in each pipe

d)

None of the above

10.

In pipes connected in parallel:

a)

Discharge remains same in all branches

b)

Pipe diameters must be equal

c)

Velocity is constant in all branches

d)

Head loss is same in all parallel branches

11.

Which one of the following equations gives velocity of flow in Chezy’s formula?

a)

V=Q/A

b)

V = C√(mi)

c)

V=v1−v2/2g

d)

V=√(2gℎ/1+k)

12.

The total head loss in a pipeline system is:

a)

Only due to friction

b)

Only due to bends and fittings

c)

Sum of major and minor losses

d)

Only due to sudden enlargement

13.

In Darcy’s equation, if the length of the pipe is doubled, the head loss due to friction becomes:

a)

Half

b)

Double

c)

Four times

d)

Unchanged

14.

The hydraulic gradient in Chezy’s equation refers to:

a)

Loss of head per unit length of pipe

b)

Ratio of velocity to diameter

c)

Ratio of discharge to wetted perimeter

d)

Loss of energy due to fittings

15.

If two identical pipes are connected in parallel between two reservoirs, the total discharge will be:

a)

Equal to discharge through one pipe

b)

Half the discharge through one pipe

c)

Double the discharge through one pipe

d)

Zero

16.

Formula for discharge through a triangular notch is___________

a)

Qa= 8/15×Cd ×√(2g)×tan⁡〖θ/2〗×H^(3/2)   

b)

Qa= 8/15× Cd ×√(2g)×tan⁡〖θ/2〗×H^(5/2)

c)

Qa= 15/8×Cd×√((2g) )×tan⁡〖θ/2〗×H^(3/2)

d)

Qa= 8/15×Cd ×√(2g)×tan⁡〖θ/2〗×H^(2/5)

17.

A notch is defined as:

a)

An obstruction in a pipe to measure velocity

b)

An opening in the side of a tank or reservoir with liquid surface below crest

c)

A dam constructed across a river

d)

A device to measure pressure head

18.

A weir is defined as:

a)

A small hole in a tank to measure discharge

b)

A structure constructed across a river or channel to measure or control flow

c)

A sharp-edged notch cut in a tank wall

d)

A device for measuring velocity in a pipe

19.

The main difference between a notch and a weir is:

a)

Notches are made in tanks, weirs are built across rivers/channels

b)

Weirs are always triangular, notches are always rectangular

c)

Notches measure velocity, weirs measure pressure

d)

Weirs are temporary, notches are permanent

20.

For the same head, the discharge through a triangular notch is:

a)

Less than rectangular notch

b)

More than rectangular notch

c)

Equal to rectangular notch

d)

Independent of notch angle

21.

The discharge formula for a trapezoidal notch is:

a)

Sum of rectangular notch discharge and triangular notch discharge

b)

Difference of rectangular and triangular notch discharge

c)

Only rectangular discharge formula

d)

Only triangular discharge formula

22.

For measuring discharge through triangular notch, which of the following characteristics are needed?

a)

Angle of the notch (θ) and width of the notch

b)

Angle of the notch(θ) and head over the notch (H)

c)

Width of the notch(b) and head over the notch (H)

d)

Angle of the notch(θ) only

23.

Formula for discharge through a rectangular notch is

a)

Qa= 2/3×Cd ×√(2g)×b×H^(3/2)

b)

Qa = 3/2×Cd ×√(2g)×b×H^(3/2)     

c)

Qa = 2/3×Cd ×√(2g)×b×H^(2/3)

d)

Qa = 2/3×Cd ×√(2g)×b×H^(5/2)

24.

Rectangular notch discharge varies as:

a)

H^2

b)

H^5/2

c)

H^3/2

d)

H^8/15

25.

Triangular notch discharge varies as:

a)

H^2

b)

H^5/2

c)

H^3/2

d)

H^8/15

26.

Which type of weir is commonly used in irrigation channels?

a)

Ogee weir

b)

Broad-crested weir

c)

Sharp-crested weir

d)

Cipoletti weir

27.

A trapezoidal notch is also known as:

a)

Bazin’s notch

b)

Cipoletti notch

c)

Francis notch

d)

Venturi notch

28.

The coefficient of discharge (C_d) for notches accounts for:

a)

Pressure loss only

b)

Velocity of approach only

c)

Both velocity of approach and contraction

d)

Area of opening

29.

V-notch is preferred over rectangular notch because:

a)

It is easier to construct

b)

It is more accurate for small discharges

c)

It requires no coefficient of discharge

d)

It is stronger in structure

30.

Which of the following is not a classification of weirs?

a)

Sharp-crested

b)

Broad-crested

c)

Ogee

d)

Square-crested notch

31.

A pump is defined as a device which converts:

a)

Mechanical energy to hydraulic energy

b)

Electrical energy to hydraulic energy

c)

Electrical energy to mechanical energy

d)

Hydraulic energy to mechanical energy

32.

A single-acting reciprocating pump delivers fluid:

a)

During both strokes

b)

Only during one stroke of the piston

c)

Continuously without fluctuation

d)

Only at the suction stroke

33.

A double-acting reciprocating pump delivers fluid:

a)

In only one direction

b)

During both forward and return strokes

c)

With more slip than single-acting pump

d)

Only during suction

34.

The difference between theoretical discharge and actual discharge in reciprocating pumps is called:

a)

Slip

b)

Priming

c)

Cavitation

d)

Head loss

35.

Negative slip in a reciprocating pump occurs when:

a)

Actual discharge is less than theoretical discharge

b)

Actual discharge equals theoretical discharge

c)

Actual discharge is more than theoretical discharge

d)

Pump runs without priming

36.

The purpose of an air vessel in reciprocating pumps is to:

a)

Reduce friction in the piston

b)

Smoothen flow and reduce fluctuations in discharge

c)

Increase velocity of water

d)

Prime the pump

37.

Priming in centrifugal pumps is done to:

a)

Remove air from casing and fill it with liquid

b)

Increase velocity of impeller

c)

Reduce slip in delivery pipe

d)

Improve suction lift

38.

In centrifugal pumps, the foot valve is used to:

a)

Control delivery of liquid

b)

Prevent return of liquid to the sump during off conditions

c)

Measure pressure head

d)

Reduce friction loss

39.

The non-return valve in a pump is used to:

a)

Allow water to flow only in one direction

b)

Allow water to flow in both directions

c)

Stop water hammer completely

d)

Increase velocity of water

40.

Which one of the following is an advantage of centrifugal pumps over reciprocating pumps?

a)

Higher efficiency for small discharge

b)

Continuous and uniform discharge

c)

Less priming required always

d)

More slip at high speed

41.

Cavitation in centrifugal pumps is caused by:

a)

Very high discharge

b)

Pressure in suction pipe falling below vapor pressure

c)

High delivery head

d)

Large slip

42.

The characteristics curve of a centrifugal pump represents relation between:

a)

Head, discharge, power and efficiency

b)

Slip, speed and suction head

c)

Air vessel, suction lift and priming

d)

Discharge, velocity and pipe friction

43.

Efficiency of a pump is defined as

a)

Ratio of output power to input power

b)

Ratio of input power to output power

c)

Ratio of useful work done to the energy supplied

d)

Difference between actual discharge and theoretical discharge

44.

At the best efficiency point (BEP) of a centrifugal pump characteristic curve:

a)

Pump operates at maximum efficiency with stable operation

b)

Slip is maximum

c)

Power required is minimum but discharge is zero

d)

Suction head is maximum

45.

Reciprocating pumps are generally used for:

a)

High discharge, low head applications

b)

Low discharge, high head applications

c)

Irrigation fields

d)

Circulating water in power plants

46.

Which type of pump is commonly used in household water supply systems?

a)

Reciprocating pump

b)

Centrifugal pump

c)

Gear pump

d)

Jet pump

47.

Centrifugal pumps are most suitable for:

a)

Small discharge and high heads

b)

Hydraulic Jacks

c)

Compressing air in industries

d)

Large discharge and low to medium heads

48.

Which of the following is not a positive displacement pump?

a)

Centrifugal pump

b)

Reciprocating pump

c)

Gear pump

d)

Vane pump

49.

Which of the following is not a rotodynamic pump?

a)

Centrifugal pumps

b)

Propeller pumps

c)

Screw pumps

d)

Reciprocating pump

50.

The efficiency of a pump can be affected by

a)

Slip

b)

Pump speed

c)

Fluid temperature

d)

All of the above