PSC Fluid Mechanics
PSC Fluid Mechanics
1.A 2.B 3.B 4.C 5.C 6.D 7.C 8.C 9.A 10.A 11.C 12.C 13.A
2016
14. Which of the following is correct?
(A) Absolute pressure = Gauge pressure + Atmospheric pressure
(B) Gauge pressure = Absolute pressure + Atmospheric pressure
(C) Atmospheric pressure = Gauge pressure + Absolute pressure
(D) None of the above
15. A differential manometer is used to measure
(A) atmospheric pressure. (B) pressure in pipes and channels.
(C) pressure in venturimeter. (D) difference of pressures between two points in a pipe.
16. A vertical wall is subjected to a pressure due to one kind of liquid, on one of its sides. The total pressure on the wall
per unit length is
(A) WH (B) wH/2 (C) WH2/2 (D) WH2/3
w-Specific weight of liquid, H= height of liquid.
17. A flow in which the quantity of liquid flowing per second is not constant is called
(A) Streamline flow (B) Turbulent flow (C) Steady flow (D) Unsteady flow
18. The imaginary line drawn in the fluid in such way that the tangent at any point gives the direction of motion at that
point is known as- (A) Path line (B) Stream line (C) Streak line (D) Potential line
19. The Bernoulli's Equation is based on the assumption that
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(A) there is no loss of energy of the liquid flowing.
(B) the velocity of flow is uniform across any cross section of the pipe.
(C) no force except gravity force acts on the fluid.
(D) All of the above
20. Ventúrimeter is used to
(A) Measure the velocity of a flowing fluid. (B) Measure the pressure of a flowing fluid.
(C) Measure the discharge of liquid flowing in a pipe.
(D) Measure the pressure difference of liquid flowing between two points in a pipeline.
21. The theoretical velocity of jet at vena contracta is
(A) 2gH (B) H(2g)1/2 (C) 2gH1/2 (D) (2gH) 1/2
22. The discharge over a rectangular notch is
(A) Inversely proportional to H3/2 (B) directly proportional to H3/2
5/2
(C) Inversely proportional to H (D) directly proportional to H5/2
23. The hydraulic mean depth for a circular pipe of diameter 'd' is
(A) d/6 (B)d/4 (C) d/2 (D) d
24. The discharge of a centrifugal pump is given by
(A) Q= π D V f (B) Q= π b V f (C) Q= π Db V f (D) Q= DbV f
D,b= diameter and of impeller, Vf =Velocity of flow at inlet
25. Multi-stage centrifugal are used to
(A) give high discharge (B) produce high heads (C) pump viscous fluid (D) All of the above
26. Delivery head of a centrifugal pump is
(A) directly proportional to diameter of its impeller.
(B) inversely proportional to diameter of its impeller.
(C) proportional to (diameter) of its impeller.
(D) inversely proportional to (diameter) of its impeller.
27. Which ratio gives the Reynolds number?
(A) Inertia force to viscous force (B) Inertia force to gravity force
(C) Inertia force to pressure force (D) Inertia force to viscous force
28. The value of bulk modulus of a fluid is required to determine
(A) Reynolds’s number (B) Froude's number (C)Mach number (D)Euler number
29. If the NPSH requirement for the pumps not satisfied, then
(A) efficiency will be low. (B) no flow takes place. (C) cavitation will be formed.
(D) excessive power will be consumed.
30. Which type of pump is different from others in the same group?
(A) Screw pump (B) Gear pump (C) Plunger pump (D) Cam and piston pump
31. A point in a compressible flow where the velocity of fluid is zero is called
(A) Critical point (B) Vena contracta (C) Stagnation point (D) None of the above
14.A 15.D 16.C 17.D 18.B 19.D 20.C 21.D 22.B 23. 24.C 25.B 26.C 27.A 28. 29.C 30.C 31.C
B C
2007
32. In a centrifugal pump installation while starting , the position of delivery valve is
(A) fully open (B) fully closed (C) half open (D) less than half open
33. The flow will be turbulent flow, if the Reynolds’s number of the particular flow is
(A) In between 2000 and 4000 (B) More than 4000 (C) Less than 2000
(D) None of the above
34. The general energy equation is applicable to
(A) Steady flow (B) Unsteady flow
(C) Non-uniform flow (D) Laminar flow
35. The overall efficiency of a centrifugal pump is
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Actual Dischargs Oups of the pump(water horse power) Output of the pump
(A) (B) (C)
Theoretical Dacharge Input power of the pump Input H P of the Impeller
H . P . of the Impeller
(D) drive the Power ¿
H .P¿
(A) Q=C ×
a1a2
× √ a1−a2
2 2
(B) Q=C ×
√ a −a × √2 gh
2
1
2
2
(C) Q=C ×
a1 ×a 2
× √2 gh
√ 2 gh a a
1 2 √ a −a
2
1
2
2
(D) None of the above
where C = co-efficient of venturimeter , a 1= area in large section of the meter in appropriate unit, a 2= area of
throat in appropriate unit, h = difference of pressure head in appropriate unit
32.B 33.B 34.C 35.C 36.D 37.D 38.C 39.C 40.C 41.B 42.D 43 44.A 45.C
2004
46. The range of coefficient of discharge (cd) for a venturimeter is
(a) 0.6 to 0.7 (b) 0.7 to 0.8 (c) 0.8 to 0.9 (d) 0.95 to 0.99
47. In centrifugal pumps, maximum efficiency is obtained when the blades are
(a) Straight (b) Bent forward (c) Bent backward (d) Radial
46.D 47.C
2003
48. The height of water column equivalent to a pressure of 2 kgf/cm 2 is
(a) 10 m (b) 2 m (c) 10 m (d) 6 m
49. The Bernoulli's equation is applicable only when the flow is
(A) steady ir-rotational, incompressible and non-viscous
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(B) steady, non-viscous and incompressible flow in a stream tube
(c) steady and ir-rotational (d) ir-rotational and non-viscous
50. A fluid is a substance that
(A)always expands and fills any container
(B)is practically incompressible
(C)cannot be subjected to shear force
(D)cannot remain at rest under the action of any shear force
51. For sharp-edged orifices the average value of discharge coefficient varies between
(a) 0.60 to 0.64 (b) 0.70 to 0.80 (c) 0.40 to 0.50 (d) C.50 to 0.64
52. The continuity equation of flow is based on the principle of conservation of
(a) pressure (b) velocity (c) energy (d) none of the above
53. The pitot tube is a device used for
(a) measuring only average velocity of flow (b) measuring the pressure at a point
(c) measuring the velocity at a point in the flow (d) measuring the pressure difference in pipe flow
54. The critical Reynolds number for pipe flow is around
(a) 200 to 300 (b) 2000 to 3000 (c) 1000 to 4000 (d) all of the above
55. For a fluid flowing through a pipe, power loss due to friction varies
(a)directly as the fluid velocity (b) inversely as the length of the pipe
(c) as the square of the fluid velocity (d)all of the above
56. a reciprocating pump runs with delivery valve closed, following...............n most of the cases:
(A) The delivery pipe bursts
(B) The motor-fuse blows up
(C) The vater inside the pump gets heated
(D) All of the above
57. An air vessel is fitted to a reciprocating pump
(a) to increase the work done (b) to eliminate cavitation
(c) to reduce the work done (d) so that it results in non-uniform discharge
58. Specific speed of a centrifugal pump is given by
N √Q N √Q N √P Q
(a) (b) (c) (d)
H 5/ 4 H 3/ 4 H 5 /4 ND 3
59. Pump used for highly viscous liquid belongs to the category of
(a) plunger pump (b) centrifugal pump (c) reciprocating pump (d) screw pump
60. Submersible pumps are used for
(a) positive displacement of liquid (b) oil fields (c) low heads
(d) both (a) and (b)
61. Priming is not required for
(a) gear pump (b) plunger pump (c) hand pump (d) submersible pump
62. Turbine pump is used for
(a) high head (b) household applications
(c) pumping cooling water in large MW power plants (d) none of the above
63. Vibration in turbine pump installation is related to
(a) bent shafting (b) misalignment (c) rotational element unbalance
(d) all of the above
48.20 49.A 50.D 51.A 52.D 53.C 54.B 55.C 56.D 57.C 58.B 59.D 60.D 61.D 62.A 63.D
M
2002
64. Air vessels are used in reciprocating pump for
(a) Uniform Velocity (b) Uniform discharge (c) Uniform discharge and velocity
(d) None of the above
65. Deep well pump is always kept with shaft in
(a) Vertical position (b) Horizontal position (c) Inclined position
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(d) None of the above
66. In a submersible pump the electric motor is placed
(a) On the ground (b) In the vicinity of the pump (c) Deep below the pump
(d) None of the above
67. For laminar flow through a circular pipe, the friction factor (f) is related to Reynolds number (Re) by
1 16 64 64
(a) f = (b) f = (c) f = (d) f =
ℜ ℜ ℜ ℜ
68. For sharp-edged orifices the average value of discharge coefficient varies between
(a) 0.4 to 0.5 (b) 0.6 to 0.65 (c) 0.7 to 0.8 (d) 0.8 to 0.9
69. Pump used for highly viscous liquid belongs to the category of
(a) Screw pump (b) Turbine pump (c) plunger pump (d) Centrifugal pump
70. The continuity equation of flow is based on the principle of conservation of
(a) Momentum (b) Energy (c) Mass (d) Pressure
71. A pilot tube measures the difference between
(a) Dynamic pressure and static pressure (b) Static pressure and dynamic pressure
(c) Total pressure and dynamic pressure (d) Total pressure and static pressure
72. The buoyant force acting on a floating body passes through the
(a) Centroid of the displaced volume (b) Metacenter of the body
(c) Centre of gravity of the body (d) Centroid of the floating volume of the body
73. Priming is not required in
(a) Gear pump (b) Plunger pump (c) Hand pump (d) Submersible pump
74. Vibration in turbine pump installation is not related to
(a) Bent shafting (b) Rotational element unbalance (c) Misalignment
(d) Accelerometer
75. In submersible pumps, motors are typically mounted below the pumps to
(a) Take the thrust of rising liquid column (b) Ensure better balancing of pumps
(c) Ensure cooling of the motors by continuous flow of liquid (d) Avoid short-circuit by liquid
64.C 65.A 66.C 67.C 68.B 69.A 70.C 71.B 72.A 73.D 74.D 75.C
76.D 77.A 78.B 79.C 80.C 81.B 82.B 83. 84.D 85.D 86.C
2001
87. A floating body is in neutral equilibrium when
(a) metacenter is below the C.G. (b) metacenter coincides with the C.G.
(c) metacenter is above the C.G. (d) none of the above
88. A flow, in which the quantity of liquid flowing per second is not by
(a) Turbulent flow (b) Unsteady flow (c) Steady flow (d) Streamline flow
97. An opening in the side or bottom of a vessel containing liquid through which the liquid flows out is called
(a) Notches (b) Channel (c) Orifice (d) Tube
98. Head loss of the water at the entrance to pipe from a large vessel is equal to
2
0.5 V 0.5 V 0.5 V
(a) (b) (c) (d) none of these
2g g 2g
99. Air vessels are fitted on the suction as well as on the delivery side near the reciprocating pump cylinder for
(a) increasing the accelerating head (b) running the pump at a higher speed
(c) increasing the possibility of separation (d) none of the above
100. Most of the pumps used for agricultural purpose are
(a) Reciprocating pump (b) Single stage centrifugal pump (c) submersible pump
(d) none of the above
101. The mercury does not wet the glass due to its property known as
(a) Viscosity (b) Surface tension (c) Cohesion (d) Adhesion
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Kaplan turbine is
(a) an inward flow reaction turbine (b) an axial flow reaction turbine
(c) an outward flow reaction turbine (d) a mixed flow reaction turbine
103. In a centrifugal pump, water enters the pump
(a) at the top (b) at the bottom (c) at the Centre (d) at none of the above
104. For a specific speed of 60 rpm to 300 rpm, the turbine preferred is:
(a) Peloton wheel (b) Francis turbine (c) Kaplan turbine (d) none of above
87.B 88.B 89.C 90.C 91.C 92.B 93.C 94.A 95.A
96.B 97.A 98.A 99.D 100.C 101.B 102.B 103.C 104.B
2000
105. The resultant upward pressure of the fluid on an immersed body is called
(a) Equilibrium (b) Buoyancy (c) Centre of pressure (d) None of the above
106. If the quantity of water flowing through flowing through a pipeline of 8 cm dia. is 0.1 m³/sec, velocity will be
(a) 80 m/sec (b) 40 m/sec (c) 20 m/sec (d) 10 m/sec
107. If the quantity of water flowing through flowing through a pipeline of 8 cm dia. is 0.1 m³/sec, velocity will be
(a) 80 m/sec (b) 40 m/sec (c) 20 m/sec (d) 10 m/sec
108. Centrifugal pump is used for its advantage over reciprocating pump due to
(a) Low initial cost and easy installation (b) Gross weight is considerable
(c) pulsating flow (d) None of the above
109. The first step in the of a centrifugal pump is
(A) Suction side water tank should be exposed to air
(B) priming, i.e., suction pipe and casing are filled with water.
(c) Delivery pipe should be filled up with water (d) None of the above
110. Deep well pump is a
(a) Low lift centrifugal pump (b) Vertical turbine pump (c) Horizontal turbine pump
(d) None of the above
1999
123. A differential manometer is used for
(A) measuring the difference off pressures between two points is a pipe/different pipes
(B)measuring small pressure
(c) accurately measuring the difference of low pressures (d) none of the above
124. The Centre of pressure of fully submerged uniformly thick plane lamina is always
(a) above the C.G of the lamina (b) below the C.G of the lamina
(c) at the C.G. of the lamina (d) none of the above
125. Continuity equation for incompressible fluid is
(a) P₁V₁ = P2V2 (b)A₁V₁ =A2V2 (c) P₁V₁ A₁=P2V2 (d) none of the above
126. The Bernoulli's theorem for liquid is applicable for
(a) Viscous fluids (b) compressible fluids (c) turbulent flow (d) none of the above
127. The relation between coefficient of discharge (Cd), co-efficient of velocity (C v) and coefficient of contraction (Cc) is
given by.
Cv
(a) Cd=Cv ×Cc (b) Cd=Cv=Cc (c) Cd = (d)Cv = Cd x Cd
Cc
128. The average value of coefficient discharge though an orifice is
(a) 0.60 (b) 0.52 (c) 0.62 (d) none of these
129. The loss of head at entrance in a pipe is equal to]
0.5 v 2 0.5 v 1.5 v2
(a) (b) (c) (d) 0.5 v2
2g g g
130. Reynolds’s number in case of a turbulent flow is
(a) less than 2000 (b) more than 2500 (c) more than 2800 (d) none of the above
131. Reciprocating pump - find their normal application, where it is required to developed a
(a) high head and high discharge (b) High head and low discharge
(c) low head and high discharge (d) low head and small discharge
132. Negative slip of a reciprocating p... happens when
(A) the suction pipe is long and delivery pipe is short
(B) the suction pipe is short and delivery pipe is long
(c) the pump is running at a low speeds (d) none of the above.
133. While starting the centrifugal pump
(a) delivery valve is kept wide upon (b) delivery valve is kept closed
(c) inlet valve is kept closed (d) delivery valve is opened slightly
134. Centrifugal pump requires
(a) more floor area and heavy foundation (b) less floor area and simple foundation
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(c) no priming (d) none of the above