S.B.
Roll No. _____________
FLUID MECHANICES
3rd Exam/Mech/5381/Dec’07
Duration
: 4 Hrs.
Section A
1. Choose the correct answer:
a. Dynamic viscosity (µ) has the
dimensions as
i.
MLT-2
ii.
ML-1T-1
iii.
ML-1T-2
iv.
M-1L-1T-1
b. Pascal’s law states the pressure
at a point is equal in all directions
i.
In a liquid at rest
ii.
In a fluid at rest
iii.
In a laminar flow
iv.
In a turbulent flow
c. Bernoulli’s theorem deals with law
of conservation of
i.
Mass
ii.
Momentum
iii.
Energy
iv.
None of these
d. An ideal fluid is defined as the
fluid which
i.
Is compressible
ii.
Is incompressible
iii.
Has negligible surface tension
iv.
Is incompressible and non-viscous
2. State true or false
a. Surface tension has the unit of
force per unit area.
b. Atmospheric pressure held in water
column is 9.81
c. Pitot tube is used for measurement
of velocity at a point.
d. Reciprocating pumps are positive
displacement pumps.
e. The gases are considered
compressible when mach No is less than 0.2
3. Fill in the blanks
a. Poise is the unit of _______
b. Continuity equation deals with the
law of conservation of _________
c. A peloton wheel is a _________
head turbine
d. A turbine is called impulse
turbine if total energy at the inlet to turbine is ________
e. Bar is the unit of ________
Section –B
4. Attempt any five questions
a) Differentiate between viscosity
and kinematic viscosity? State their
unit of measurement pressure?
b) What do
you mean by single column manometers? How are they used for measurement of
pressure?
c) Differentiate between
a. Steady and unsteady flow
b. Uniform and non-uniform flow
d) Discuss the factors influencing the loss f
energy due to friction
e) Discuss the construction and
working of hydraulic accumulator.
f) Explain construction and working
of gear pump.
g) Explain how a venturimeter can be
used to measure discharge.
Section
–C
Note :
Attempt any two questions
5.
a. Calculate the density, specific
weight of 5 litre of petrol of specific gravity 0.75
b. An orifice meter with orifice
diameter 100mm is inserted in a pipe of 200mm diameter. The pressure gauges
fitted upstream and downstream of the orifice meter fives reading of 19.62
N/cm2 and N/cm2 respectively. Coefficient of discharge for the meter is given
as 0.6 find the discharge of water through pipe.
6. A horizontal pipe of diameter
500mm is suddenly contracted to a diameter of 250 mm. The pressure intensities
in the and smaller pipe is given as 13.734 N/cm2 and 11.772 N/cm2 respectively.
Find the loss of head of due to
contraction if CC =0.62 also determine the rate of flow of water.
7.
8. Give brief description and working of the
followings.
a. Reciprocating pumps
b. Kaplan turbine
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