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FM & FM OBT -II SY A AY-2022-23 Sem II

Total questions: 32

Worksheet time: 17mins

Name
Class
Date
1.

Name :

4 lines
2.

Roll Number :

4 lines
3.

According to Darcy's formula, the loss of head due to friction in the pipeIs  -------  f = coefficient of friction l = length of pipeY == average velocity of liquid in the pipe, and. d = diameter of the pipe

a)

4flV2/ 2gd

b)

flV2/ 2gd

c)

4flV/ 2gd

d)

4flV2/ gd

4.
For laminar flow in circular pipes, Darcy's friction factor f' is equal To where Re is Reynold's, number
a)
16/Re
b)
32/Re
c)
64/Re
d)
none of the above
5.
The relation between the coefficient of friction and friction factor
a)
coefficient of friction = 2 times friction factor
b)
coefficient of friction = 4 times friction factor
c)
friction factor = 2 times coefficient of friction
d)
friction factor = 4 times coefficient of friction
6.
For turbulent flow in a circular pipe, the friction factor f' is equal to
a)

0.079 / Re0.25

b)

0.316 / R0.25

c)

64/Re

d)

0.0025 / R0.25

7.
According to Chezy's formula, the velocityof liquid in a pipe is given by
a)

V = m √i C

b)

V = C √i m

c)

V= AC √i m

d)

V = m √iC

8.
The Chezy's constant
a)
is dimensionless
b)
has the dimension of velocity
c)
has the dimension of discharge
d)
has the dimension L1/2 T1
9.
The hydraulic mean depth is defined as
a)
the square root of the area
b)
area divided by the welted perimeter
c)
area divided by the square of welted perimeter
d)
perimeter divided by area
10.
The hydraulic mean depth for a circularpipe of diameter (d) is
a)
d / 2
b)
d / 6
c)
d / 4
d)
2d / 3
11.

The coefficient of friction in the relation hf = 4 f l V2/2gd for laminar flow in a circular pipe was found to be 0.01. This corresponds to a flow Reynold's number equal to

a)

400

b)

800

c)

1600

d)

2000

12.
The loss of the head due to sudden enlargement is given by
a)

V1 2 – V2 2 / 2g

b)

(V1 – V2)2 / 2g

c)

(V1 – V2/ 2g)2

d)

0.5V2/ 2g

13.
The loss of head due to sudden contraction is given by Kc V2 2 / 2g where Kc is the coefficient of sudden contraction in terms of the coefficient of contraction Cc is
a)

Kc = (1/ Cc – 1 )2

b)

Kc=1 − Cc2

c)

Kc = (1- Cc )2

d)

Kc = (1/ Cc2 – 1 )2

14.
Which of the following bends will come with maximum head loss?
a)
30° bend
b)
60° bend
c)
90° bend
d)
U-band
15.
The loss of the head at the entrance to a pipe is given by
a)

V 2 / 2g

b)

V12 – V22 ) / 2g

c)

0.5V2/ 2g

d)

0.5V2/ 4g

16.
The loss of the head at the exit of the pipe is given by
a)

V2 / 2g

b)

0.5V2/ 2g

c)

0.5V2/ 4g

d)

(V12 – V22) / 2g

17.
The major loss of energy in long pipes is due to (a) sudden enlargement (b) sudden contraction (c) gradual contraction on enlargement (d) friction
a)
sudden enlargement
b)
sudden contraction
c)
gradual contraction on enlargement
d)
friction
18.
Two pipe systems are said to be equivalent when
a)
head loss and discharge are the same in the two systems
b)
length of pipe and discharge are the same in the two systems
c)
friction factor and length are the same in the two systems
d)
length and diameter are the same in the two systems
19.
In series-pipe problems
a)
the head loss is the same through each pipe
b)
the discharge is the same through each pipe
c)
a trial solution is not necessary
d)
the discharge through each pipe is added to obtain the total discharge
20.

1.     The Buckingham’s-Pi theorem is widely used in the dimensional analysis

and expresses the resulting equation in terms of

a)

the dependent and independent variables

b)

n dimensionless parameters

c)

(n - m) dimensionless parameters

d)

geometric, kinematic and dynamic variables

21.

  If the number of fundamental dimensions equal 'm' then the repeating

variables shall be equal to

a)

m and none of the repeating variables shall represent the dependent

variable.

b)

m + 1 and one of the repeating variables shall represent the dependent

variable

c)

m + 1 and none of the repeating variables shall represent the dependent

varia

d)

m and one of the repeating variables shall represent the dependent

variable

22.

Which of the following rules are used in choosing the repeating variables

in dimensional analysis?

(i) Repeating variables should include the dependent variables

(ii) Repeating variables should contain all primary units used in describing

the variables in the problem

(iii) Repeating variables should combine among themselves

(iv) Repeating variables should not contain the dependent variables.

Select the correct answer using the codes given below

Codes:

a)

(i) and (ii)

b)

(ii) and (iii)

c)

(ii) and (iv)      

d)

(iii) and (iv)

23.

1.     A dimensionless group formed with variable ρ (density), ω (angular velocity), µ  

          (dynamic viscosity), and D (characteristic diameter) is

a)

pωµ /D2

b)

µ/pωD2

c)

µD2

d)

pωµD

24.

    In which of the following the friction drag is generally larger than the pressure

            drag

a)

a circular disc or plate held normally to flow

b)

a sphere

c)

a cylinder       

d)

an airfoil

25.

In stream-lined bodies the drag is mainly due to

a)

pressure

b)

skin friction

c)

compressibility

d)

gravitational wave

26.

The drag coefficient is defined by

a)

FD / ρAU2

b)

2 FD / ρAU2     

c)

4 FD / ρAU2

d)

2 FD / AU2

27.

  When pressure drag over a body is large as compared to the friction drag,

            then the shape of the body is that of

a)

a bluff body

b)

an airfort       

c)

a streamlined body

d)

a two-dimensional body

28.

Efficiency of power transmission through the pipe is given by

            where H = total head at inlet h1= head lost due to friction

a)

H –h1/ H       

b)

H / H + h1

c)

H − h1 / H + h1

d)

2H / H + h1

29.

  The length of a pipe is 1 km and its diameter is 20 cm. If the diameter of

            an equivalent pipe is 40 cm, then its length is

a)

32 km

b)

20 km

c)

8 km

d)

15 km

30.

  A compound pipe with diameters d1, d2 and d3 having lengths l1, l2 and l3 is

 replaced by an equivalent pipe of uniform diameter de and he

            same length le as that of the compound pipe. The size of the equivalent

            pipe is given by

a)

le /de2= l1 /d12 + l2 /d22 + l3 /d32

b)

le /de5= l1 /d15 + l2 /d25 + l3 /d35

c)

le /de4= l1 /d14 + l2 /d24 + l3 /d34

d)

le /de3= l1 /d13 + l2 /d23 + l3 /d33

31.

  In series-pipe problems

a)

the head loss is the same through each pipe

b)

the discharge is the same through each pipe

c)

a trial solution is not necessary

d)

the discharge through each pipe is added to obtain the total discharge

32.

Two pipe systems are said to be equivalent when

a)

head loss and discharge are the same in the two systems

b)

length of pipe and discharge are the same in the two systems

c)

friction factor and length are the same in the two systems

d)

length and diameter are the same in the two systems