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Civil Engineering : Hydraulics - Quiz(MCQ)
A)
flow in pipes
B)
flow in open channels
C)
head loss due to friction in open channels
D)
head loss due to friction in pipes flowing full

Correct Answer :   head loss due to friction in open channels

A)
a long pipe at increasing rate
B)
an expanding tube at constant rate
C)
a long tube at a decreasing rate
D)
an expanding tube at increasing rate

Correct Answer :   an expanding tube at constant rate

3 .
Pick up the correct statement regarding Borda's mouth piece running full from the following :
A)
Coefficient of velocity is 1/√2
B)
Actual velocity at the out let is √gH
C)
Theoretical velocity at the outlet is √2gH
D)
All of the above

Correct Answer :   * Coefficient of contraction is 1
* Coefficient of velocity is 1/√2
* Actual velocity at the out let is √gH
* Theoretical velocity at the outlet is √2gH

A)
lesser than static pressure
B)
equal to static pressure
C)
greater than static pressure
D)
None of the above

Correct Answer :   lesser than static pressure

A)
very low pressure
B)
difference in pressure at two points
C)
atmospheric pressure
D)
pressure in water channels, pipes, etc.

Correct Answer :   difference in pressure at two points

A)
bed of channel represents the hydraulic gradient
B)
bed and free water surfaces of a channel are parallel to each other
C)
there is a balance between the frictional loss and drop in elevation of the channel
D)
All of the above

Correct Answer :   All of the above

A)
0.1 H
B)
0.2 H
C)
0.3 H
D)
0.4 H

Correct Answer :   0.1 H

A)
mass
B)
force
C)
momentum
D)
None of the above

Correct Answer :   mass

A)
equal to 1.0
B)
less than 1.0
C)
greater than 1.0
D)
None of the above

Correct Answer :   less than 1.0

A)
depth
B)
pressure
C)
velocity
D)
discharge

Correct Answer :   velocity

A)
the weight of the body
B)
more than the weight of the body
C)
less than the weight of the body
D)
weight of the fluid displaced by the body

Correct Answer :   weight of the fluid displaced by the body

A)
compressible
B)
incompressible
C)
compressible and non-viscous
D)
slightly affected by surface torque

Correct Answer :   compressible and non-viscous

A)
head loss in the pipe due to friction
B)
twice the head loss in the pipe due to friction
C)
thrice the head loss in the pipe due to friction
D)
four times the head loss in the pipe due to friction.

Correct Answer :   thrice the head loss in the pipe due to friction

15 .
A tank 4m x 3m x 2m containing an oil of specific gravity 0.83 is moved with an acceleration g/2 m sec². The ratio of the pressures at its bottom when it is moving vertically up and down, is
A)
2
B)
3
C)
1/2
D)
1/3

Correct Answer :   3

A)
Bhakra dam
B)
Iddiki dam
C)
Hirakund dam
D)
Nagarjuna Sagar dam

Correct Answer :   Bhakra dam

A)
weight of liquid retained by the curved area
B)
force on a vetical projection of the curved surface
C)
product of pressure at its centroid and the area
D)
weight of liquid vertically below the curved surface

Correct Answer :   force on a vetical projection of the curved surface

A)
weight of the fluid displaced by the body
B)
weight of the body
C)
weight of the body and fluild displaced by the body
D)
difference of weights of the fluid displaced and that of the body

Correct Answer :   weight of the fluid displaced by the body

A)
400 H.P
B)
450 H.P
C)
500 H.P
D)
550 H.P

Correct Answer :   500 H.P

21 .
Pick up the correct statement from the following :
A)
For maximum discharge the depth of flow must be 0.95 times the diameter of circular channel
B)
For maximum velocity, the hydraulic mean depth must be 0.3 times the diameter of circular channel
C)
For maximum velocity of flow, the depth of water in the circular channel must be 0.81 times the diameter of the channel
D)
All of the above

Correct Answer :   All of the above

22 .
The dimensions MLT⁻² refers to________.
A)
force
B)
discharge
C)
specific weight
D)
none of the above

Correct Answer :   force

A)
piezometric line
B)
hydraulic gradient
C)
pressure grade line
D)
All of the above

Correct Answer :   All of the above


Explanation : * piezometric line
* hydraulic gradient
* pressure grade line
* hydraulic grade line

A)
Weber number
B)
Frode number
C)
Euler number
D)
Reynold number

Correct Answer :   Frode number

A)
poise
B)
dyne
C)
joule
D)
Newton

Correct Answer :   poise

A)
30°
B)
60°
C)
90°
D)
120°

Correct Answer :   90°

A)
inversely proportional to water density
B)
directly proportional to surface tension
C)
inversely proportional to diameter of the tube
D)
All of the above

Correct Answer :   All of the above

A)
falls on the back side of the tank
B)
rises on the back side and falls on the front side
C)
rises on the front side of the tank
D)
remains the same at both sides of the tank

Correct Answer :   rises on the back side and falls on the front side

A)
MLT⁻²
B)
ML⁻²T
C)
M⁻¹LT²
D)
M⁻¹L²T⁻²

Correct Answer :   MLT⁻²

A)
centriod of the displaced volume of fluid
B)
center of the volume of floating body
C)
center of gravity of any submerged body
D)
centroid of the volume of fluid vertically above the body

Correct Answer :   centriod of the displaced volume of fluid

A)
9.75 m/sec²
B)
9.81 m/sec²
C)
10 m/sec²
D)
10.2 m/sec²

Correct Answer :   10 m/sec²

A)
drag
B)
wake
C)
lift
D)
boundary layer

Correct Answer :   wake

A)
constant over the cross section
B)
parabolic distribution across the section
C)
zero at plates and increases linearly to midpoint
D)
zero at the mid plane and varies linearly with distance from mid plane

Correct Answer :   zero at the mid plane and varies linearly with distance from mid plane

A)
less than 2100
B)
more than 3000
C)
between 2100 and 3000
D)
None of the above

Correct Answer :   more than 3000

A)
water hammer
B)
critical discharge
C)
hydraulic jump
D)
None of the above

Correct Answer :   hydraulic jump

A)
viscosity
B)
surface tension
C)
compressibility
D)
All of the above

Correct Answer :   All of the above

A)
2.0 m
B)
1.5 m
C)
1.0 m
D)
None of the above

Correct Answer :   2.0 m

A)
Leonard Euler
B)
Laplace
C)
Bernoulli
D)
Cauchy-Riemann

Correct Answer :   Leonard Euler

42 .
A rectangular channel 6 m wide and 3 m deep and having a bed slope as 1 in 2000 is running full. If Chezy's constant C = 54.8, pick up the correct specification of the channel from the following :
A)
Rate of flow = 27 m³/sec
B)
Velocity of flow = 1.5 m/sec
C)
hydraulic mean depth = 1.5 m
D)
All of the above

Correct Answer :   All of the above

A)
Idukki dam
B)
Bhakra dam
C)
Hirakund dam
D)
Nagarjuna Sagar dam

Correct Answer :   Idukki dam

A)
for lifting heavy loads
B)
for accelerating water flow
C)
for lifting water without an electric motor
D)
None of the above

Correct Answer :   for lifting water without an electric motor

A)
absolute pressure + atmospheric pressure
B)
absolute pressure - atmospheric pressure
C)
atmospheric pressure - absolute pressure
D)
None of the above

Correct Answer :   absolute pressure - atmospheric pressure

A)
elevation head
B)
frictional loss head
C)
sudden head drop at inlet
D)
All of the above

Correct Answer :   All of the above


Explanation : * elevation head
* frictional loss head
* exit head drop
* sudden head drop at inlet

A)
viscosity
B)
elasticity
C)
gravitational force
D)
surface tension

Correct Answer :   surface tension

A)
less than the width of the channel
B)
half the width of the channel
C)
equal to the width of the channel
D)
None of the above

Correct Answer :   less than the width of the channel

A)
discharge
B)
velocity
C)
average speed
D)
pressure at the point

Correct Answer :   discharge

A)
there is an increase in width of the channel
B)
friction head loss is more than the bed slope
C)
pressure is due to weir in the channel
D)
All of the above

Correct Answer :   pressure is due to weir in the channel

A)
one-half of the total head supplied
B)
one-third of the total head supplied
C)
one-fouth of the total head supplied
D)
equal to the total head supplied

Correct Answer :   one-third of the total head supplied

53 .
A pipe of 0.1 m² cross sectional area suddenly enlarges to 0.3 m² cross-sectional area. If the discharge of the pipe is 0.3 m³ /sec, the head loss is
A)
2/g m of water
B)
g/2 m of water
C)
1g m of water
D)
√g m of water.

Correct Answer :   2/g m of water

A)
free vortex
B)
forced vortex
C)
rotational vortex
D)
non-potential vortex

Correct Answer :   free vortex

A)
1/4 sin θ
B)
1/4 cos θ
C)
1/4 tan θ
D)
1/4 cot θ

Correct Answer :   1/4 tan θ

56 .
If S is the length of the crest, H is the height of water source of a weir whose length is L and discharge is Q m3/sec, the velocity of approach Vd is
A)
√2gH
B)
Q / L(H-L)
C)
Q / L(H+S)
D)
L(H+S) / Q

Correct Answer :   Q / L(H+S)

A)
same as the surface of liquid
B)
lower than the surface of liquid
C)
higher than the surface of liquid
D)
None of the above

Correct Answer :   lower than the surface of liquid

A)
greater than static pressure
B)
equal to static pressure
C)
lesser than static pressure
D)
None of the above

Correct Answer :   greater than static pressure

A)
equal to 1.0
B)
is more than 0.5
C)
less than 0.2
D)
equal to 1.5

Correct Answer :   less than 0.2

A)
steady flow
B)
uniform flow
C)
stream line flow
D)
turbulent flow

Correct Answer :   stream line flow

A)
Weber number
B)
Reynold number
C)
Pressure coefficient
D)
Kinematic viscosity

Correct Answer :   Kinematic viscosity

A)
the length of pipe
B)
time taken to close the valve
C)
the elasticity of the pipe material
D)
All of the above

Correct Answer :   All of the above


Explanation : * the length of pipe
* time taken to close the valve
* the elasticity of the pipe material
* the velocity of flow of water in the pipe

A)
neutral point
B)
stagnation point
C)
critical point
D)
stationary point

Correct Answer :   stagnation point

A)
Renold's number
B)
Euler's number
C)
Weber's number
D)
Froude's number

Correct Answer :   Renold's number

A)
compressible fluid
B)
Newtonian fluids
C)
non-Newtonian fluids
D)
None of the above

Correct Answer :   Newtonian fluids

A)
square root of the area
B)
wetted perimeter divided by area
C)
area divided by wetted perimeter
D)
area divided by the square of wetted perimeter

Correct Answer :   area divided by wetted perimeter

69 .
The discharg formula Q = Cd √2gH x A is used for rectangular
A)
small orifices only
B)
for all types of orifices
C)
large orifices only
D)
small and large orifices only

Correct Answer :   large orifices only

A)
zero
B)
negligible
C)
same as buoyant force
D)
None of the above

Correct Answer :   zero

A)
steady flow
B)
laminar flow
C)
uniform flow
D)
unsteady flow

Correct Answer :   uniform flow

A)
center of buoyancy and metacentre
B)
the center of gravity of the body andthe meta center
C)
the center of gravity of the body and the center of buoyancy
D)
the center of gravity of the body and the center of pressure

Correct Answer :   the center of gravity of the body andthe meta center

A)
1.00
B)
0.98
C)
0.85
D)
0.611

Correct Answer :   0.611

A)
equilateral triangle
B)
right angled triangle with equal sides
C)
right angled triangle
D)
isosceles triangle with 45° vertex angle

Correct Answer :   right angled triangle with equal sides.

A)
horizontal
B)
curved upwards
C)
curved downwards
D)
None of the above

Correct Answer :   curved downwards

A)
1/2
B)
2/3
C)
3/4
D)
4/3

Correct Answer :   4/3

A)
rotation
B)
distortion
C)
translation
D)
All of the above

Correct Answer :   All of the above

79 .
In Chezy's formula V = C √mi
A)
m is the hydraulic mean depth
B)
V is the mean velocity of flow
C)
i is the loss of head per unit length of pipe
D)
All of the above

Correct Answer :   All of the above

80 .
If total head available at the inlet of pipe and f₁ is the loss of head due to friction in the pipe, the maximum efficiency of transmission of power (ηmax) is
A)
1/2
B)
2/3
C)
3/4
D)
4/5

Correct Answer :   2/3

A)
25%
B)
33.3%
C)
50%
D)
66.67%

Correct Answer :   66.67%

A)
Continuity equation
B)
dynamic viscosity law
C)
Newton's law of viscosity
D)
Newton's second law of motion

Correct Answer :   Continuity equation

A)
elasticity
B)
viscosity
C)
surface tension
D)
gravitational force

Correct Answer :   viscosity

A)
less than 12.2 m of the water
B)
equal of 12.2 m of water
C)
more than 12.2 m of the water
D)
None of the above

Correct Answer :   more than 12.2 m of the water

A)
depth
B)
shape
C)
Both (A) and (B)
D)
material

Correct Answer :   Both (A) and (B)

86 .
A cylinder 3 m in diameter and 4 m long retains water one side as shown in the below figure. If the weight of the cylinder is 2000 kgf, the horizontal reaction at B is
A)
10,000 kgf
B)
15,000 kgf
C)
20,000 kgf
D)
18,000 kgf

Correct Answer :   18,000 kgf

A)
4σ / d
B)
8σ / d
C)
6σ / d
D)
2σ / d

Correct Answer :   8σ / d

A)
average velocity of flow over a section
B)
velocity at the centre of pipe section
C)
mean of the velocities at the centre and that along the pipe surface
D)
None of the above

Correct Answer :   average velocity of flow over a section

A)
convergent
B)
divergent
C)
cylindrical
D)
convergent divergent

Correct Answer :   convergent

A)
(v₂ - v₁)²/2g
B)
(v₁ + v₂)²/2g
C)
(v₂² - v₁²)/2g
D)
(v₁ - v₂)²/2g

Correct Answer :   (v₁ - vâ‚‚)²/2g

A)
equal to 1.0
B)
less than 1.0
C)
greater than 1.0
D)
None of the above

Correct Answer :   equal to 1.0

A)
flow is steady
B)
flow is compressive
C)
flow is one dimensional
D)
All of the above

Correct Answer :   All of the above


Explanation : * flow is steady
* flow is compressive
* flow is one dimensional
* velocity is uniform over the cross-sections

A)
expresses the relationship between work and energy
B)
relates mass rate of flow along a stream line
C)
relates the momentum per unit volume between two points on a stream line
D)
requires that Newton's second law of motion be satisfied at every point in fluid

Correct Answer :   relates mass rate of flow along a stream line

A)
17.5 m³
B)
20.0 m³
C)
22.5 m³
D)
25 km³

Correct Answer :   22.5 m

A)
to provide additional water head
B)
to remove the frictional loss in pipe
C)
to relieve the pressure due to water hammer
D)
to overflow the pipe line when suddenly closed

Correct Answer :   to relieve the pressure due to water hammer

A)
kinetic head and pressure head
B)
potential head and kinetic head
C)
potential head and pressure head
D)
potential head, kinetic head and pressure head

Correct Answer :   potential head, kinetic head and pressure head

A)
parabolic
B)
circular
C)
hyperbolic
D)
elliptical

Correct Answer :   parabolic

A)
its vaour pressure is practically zero
B)
the height of the barometer will be less
C)
Both (A) and (B)
D)
it is a best liquid

Correct Answer :   Both (A) and (B)

A)
more than 3000
B)
less than 2100
C)
between 2100 and 3000
D)
All of the above

Correct Answer :   less than 2100

A)
kinetic energy
B)
pressure energy
C)
potential energy
D)
All of the above

Correct Answer :   All of the above

A)
fluid is viscous
B)
fluid is homogeneous and incompressible
C)
flow is unsteady along the stream line
D)
velocity of flow is non-uniform over the section

Correct Answer :   fluid is homogeneous and incompressible

A)
31.1 m/sec
B)
31.2 m/sec
C)
31.3 m/sec
D)
31.4 m/sec

Correct Answer :   31.3 m/sec

A)
a long pipe at constant rate
B)
a long pipe at decreasing rate
C)
an expanding tube at constant rate
D)
an expanding tube at increasing rate

Correct Answer :   a long pipe at constant rate

A)
depth of water = 0.810 diameter
B)
wetted perimeter = 2.245 diameters
C)
hydraulic mean depth = 0.304 diameter
D)
All of the above

Correct Answer :   All of the above

A)
half the depth of flow
B)
twice the depth of flow
C)
equal to depth of flow
D)
None of the above

Correct Answer :   twice the depth of flow

A)
metacentre
B)
centre of top edge
C)
centre of pressure
D)
centre of bottom edge

Correct Answer :   centre of pressure

A)
same reading
B)
less reading
C)
more reading
D)
None of the above

Correct Answer :   same reading

A)
diameter of the orifice
B)
one-third the diameter of the orifice
C)
two-third the diameter of the orifice
D)
one-fourth the diameter of the orifice

Correct Answer :   one-fourth the diameter of the orifice

A)
Ventilation is necessary
B)
For measuring low discharge, it gives more accurate result
C)
Only one reading (i.e. H) is required for computation of discharge
D)
None of the above

Correct Answer :   Ventilation is necessary

A)
free water surface of an open channel is not parallel to the bed of channel
B)
head needed to overcome frictional reistance is less than the drop in elevation of channel bed
C)
head needed to overcome frictional resistance is more than the drop in elevation of channel bed
D)
All of the above

Correct Answer :   All of the above

A)
H/2
B)
H/3
C)
H/5
D)
2H/3

Correct Answer :   H/2

113 .
For maximum power transmission through a nozzle, (where hf is the head lost due to friction)
A)
hf = H/2
B)
hf = H/3
C)
hf = H/4
D)
hf = H/5

Correct Answer :   hf = H/3

A)
ρ = Mass / Volume
B)
ρ = Metric slug / m²
C)
ρ = kg sec³ / m⁴
D)
All of the above

Correct Answer :   All of the above

A)
turbulent
B)
rotational
C)
distortion
D)
None of the above

Correct Answer :   distortion

A)
energy equation
B)
continuity equation
C)
Darcy-Weisbach equation
D)
All of the above

Correct Answer :   All of the above

A)
kinetic energy
B)
pressure energy
C)
initial energy
D)
All of the above

Correct Answer :   All of the above


Explanation : * kinetic energy
* pressure energy
* initial energy
* elevation energy

A)
circular
B)
hyperbolic
C)
parabolic
D)
elliptical

Correct Answer :   hyperbolic

119 .
The discharge through a V-notch weir varies as
A)
√H
B)
1/√H
C)
H3/2
D)
H7/2

Correct Answer :   H7/2

A)
the depth of flow
B)
one-third depth of flow
C)
half the depth of flow
D)
None of the above

Correct Answer :   half the depth of flow

A)
pitot tube
B)
venturimeter
C)
orifice meter
D)
None of the above

Correct Answer :   pitot tube

A)
at the outlet is ignored
B)
at the entrance is ignored
C)
due to friction is ignored
D)
at the entrance and outlet both are ignored

Correct Answer :   at the entrance and outlet both are ignored

123 .
On a flow net diagram, the distance between two consecutive steam lines at two successive sections are 1 cm and 0.5 cm respectively. If the velocity at the first section is 1 m/sec, the velocity at the second is
A)
0.5 m/sec
B)
1.0 m/sec
C)
2.0 m/sec
D)
2.5 m/sec

Correct Answer :   2.0 m/sec

A)
angular velocity vector
B)
twice the angular velocity vector
C)
thrice the angular velocity vector
D)
None of the above

Correct Answer :   twice the angular velocity vector

A)
pitot tube
B)
venturimeter
C)
rotameter
D)
orifice plate

Correct Answer :   rotameter

A)
remains above the centre line of conduit
B)
remains below the centre line of conduit
C)
remains parallel to the centre line of conduit
D)
may be above or below the centre line of conduit

Correct Answer :   may be above or below the centre line of conduit

A)
very low pressure
B)
atmospheric pressure
C)
difference in pressure at two points
D)
pressure in water channels, pipes etc

Correct Answer :   very low pressure

A)
9.81 m
B)
10.30 m
C)
5.0 m
D)
7.5 m

Correct Answer :   10.30 m

A)
the velocity
B)
the velocity
C)
the viscosity
D)
the shear strain

Correct Answer :   the shear strain

A)
at the inlet
B)
at the outlet
C)
at the summit
D)
at any point between intet and outlet

Correct Answer :   at the summit

A)
size and shape of the cross-section change along a length
B)
size and shape of the cross-section in a particular length remain constant
C)
frictional loss in the particular length of the channel, will be less than the drop in elevation
D)
frictional loss in the particular length of the channel will the more than the drop in its elevation

Correct Answer :   size and shape of the cross-section in a particular length remain constant

A)
adhesion
B)
cohesion
C)
surface tension
D)
capillarity action

Correct Answer :   adhesion

A)
1.66
B)
1.50
C)
1.33
D)
1.25

Correct Answer :   1.33

A)
velocity head
B)
static pressure
C)
total pressure
D)
negative static pressure

Correct Answer :   static pressure

A)
kinetic energy
B)
elevation energy
C)
Both (A) and (B)
D)
pressure energy

Correct Answer :   pressure energy

A)
0.5
B)
0.75
C)
1.25
D)
2.00

Correct Answer :   2.00

A)
same throughout the section
B)
maximum at the centre
C)
maximum at the inside of surface
D)
None of the above

Correct Answer :   same throughout the section

A)
1 to 2
B)
1 to 3
C)
1 to 4
D)
1 : 5

Correct Answer :   1 to 4

A)
0.98 kg wt
B)
9.81 kg mass
C)
9.81 kg wt
D)
1 kg wt

Correct Answer :   9.81 kg mass

A)
adhesion
B)
cohesion
C)
viscosity
D)
surface tension

Correct Answer :   surface tension

A)
sonic
B)
sub-sonic
C)
supersonic
D)
None of the above

Correct Answer :   sub-sonic

A)
velocity
B)
resistance
C)
contraction
D)
All of the above

Correct Answer :   All of the above

A)
equal to covergent cone
B)
shorter than convergent cone
C)
longer than convergent cone
D)
None of the above

Correct Answer :   longer than convergent cone

A)
dissolved air
B)
dissolved salts
C)
suspended matter
D)
All of the above

Correct Answer :   All of the above

A)
(radius)⁴
B)
(radius)³
C)
(radius)²
D)
radius

Correct Answer :   (radius)⁴

A)
steady flow
B)
laminar flow
C)
turbulent flow
D)
non-uniform flow

Correct Answer :   steady flow

A)
mass density
B)
viscosity
C)
velocity gradient
D)
kinematic viscous

Correct Answer :   viscosity

A)
the direction and magnitude of the velocity at all points are identical
B)
the magnitude and direction of the velocity do not change from point to point in the fluid
C)
the velocity of successive fluid par-ticles, at any point, is the same at suc-cessive periods of time
D)
the fluid particles move in plane or parallel planes and the streamline pat-terns are identical in each plane

Correct Answer :   the fluid particles move in plane or parallel planes and the streamline pat-terns are identical in each plane

A)
newtons
B)
newtons/m
C)
newtons/cm
D)
newtons/m²

Correct Answer :   newtons/m

A)
2 / 3
B)
1 / 4
C)
1 / 3
D)
1 / 2

Correct Answer :   1 / 3

A)
trapezoidal weir, whose sides slope 1 horizontal to 2 verticals
B)
triangular weir whose notch angle is 90°
C)
a combination of rectangular and triangular weirs
D)
rectangular weir whose length is kept 3 times the height of the water above sill

Correct Answer :   trapezoidal weir, whose sides slope 1 horizontal to 2 verticals

A)
at the centroid
B)
below the centroid
C)
anywhere
D)
above the centroid

Correct Answer :   below the centroid

A)
triangular weir
B)
drowned weir
C)
sharp crested weir
D)
cippoletti weir

Correct Answer :   cippoletti weir

A)
clinging nappe
B)
free nappe
C)
depressed nappe
D)
None of the above

Correct Answer :   clinging nappe

A)
30°
B)
45°
C)
60°
D)
None of the above

Correct Answer :   60°

A)
wetted perimeter = 2.83 depth of water
B)
depth of water = 0.95 diameter of circular section
C)
ydraulic mean depth = 0.286 diameter of circular section
D)
All of the above

Correct Answer :   All of the above


Explanation : * wetted perimeter = 2.83 depth of water
* depth of water = 0.95 diameter of circular section
* hydraulic mean depth = 0.286 diameter of circular section
* wetted perimeter = 2.6 diameter of circular section

A)
m²/sec
B)
Kg sec/m²
C)
Newton sec/m²
D)
Newton sec/m³

Correct Answer :   m²/sec

A)
h = v/g
B)
h = v²/g
C)
h = v/2g
D)
h = v²/2g

Correct Answer :   h = v²/g

A)
area is vertical
B)
area is inclined
C)
area is horizontal
D)
All of the above

Correct Answer :   All of the above

A)
specific mass
B)
specific weight
C)
specific gravity
D)
None of the above

Correct Answer :   specific gravity

A)
triangular
B)
rectangular
C)
semi-circular
D)
half hexagon in the form of trapezoid

Correct Answer :   half hexagon in the form of trapezoid

A)
30% to 40%
B)
25% to 30%
C)
18% to 20%
D)
8% to 10%

Correct Answer :   25% to 30%

A)
depth of flow
B)
rate of flow
C)
velocity of flow
D)
All of the above

Correct Answer :   All of the above

A)
2.49 m
B)
2.50 m
C)
2.51 m
D)
2.55 m

Correct Answer :   2.49 m

A)
the bed width
B)
the depth of flow
C)
one sloping side
D)
None of the above

Correct Answer :   one sloping side

A)
1.0
B)
l.5
C)
2.0
D)
2.5

Correct Answer :   2.0

A)
velocity of flow in pipe
B)
velocity of flow in open channels
C)
head loss due to friction in pipe
D)
None of the above

Correct Answer :   velocity of flow in open channels

A)
the metacentre and centre of gravity
B)
the centre of buoyancy and metacentre
C)
the centre of gravity and centre of buoyancy
D)
None of the above

Correct Answer :   the metacentre and centre of gravity

A)
High pressure
B)
High velocity
C)
Low velocity
D)
Low pressure

Correct Answer :   Low pressure

A)
elasticity
B)
viscosity
C)
surface tension
D)
gravitational force

Correct Answer :   elasticity

A)
There is no loss of energy of the liquid while flowing
B)
No external force except the gravity acts on the liquid
C)
The velocity of energy of liquid particle, across any cross-section of a pipe is uniform
D)
All of the above

Correct Answer :   All of the above

A)
flow is steady
B)
fluid is homogeneous
C)
fluid is non-viscous
D)
All of the above

Correct Answer :   All of the above

A)
to supply water to a town from higher level to lower level
B)
to connect water reservoirs at different levels intervened by a hill
C)
to fill up a tank with water at higher level from a lower level
D)
All of the above

Correct Answer :   to connect water reservoirs at different levels intervened by a hill

A)
pressure
B)
difference in pressure
C)
velocity of flow
D)
None of the above

Correct Answer :   velocity of flow

A)
square root of the opening
B)
reciprocal of the area of the opening
C)
square root of the difference in elevation of water surface
D)
difference in elevation of water surfaces

Correct Answer :   square root of the difference in elevation of water surface

A)
5 to 7 times its height
B)
3 to 5 times its height
C)
2 to 3 times its height
D)
All of the above

Correct Answer :   5 to 7 times its height

A)
10° 20'
B)
10° 15'
C)
10° 10'
D)
10° 5'

Correct Answer :   10° 15'

178 .
Pick up the correct statement from the following :
A)
In incompressible flow the density of a fluid remains constant
B)
In compressible flow, the density of a fluid changes from point to point
C)
In uniform flow, the velocity of a fluid does not change with respect to length of flow direction
D)
All of the above

Correct Answer :   All of the above

A)
vacuum pressure
B)
suction pressure
C)
negative gauge pressure
D)
All of the above

Correct Answer :   All of the above

A)
directly proportional to the specific weight of liquid
B)
direcly proportional to the sine of the angle of contact
C)
inversely proportional to the diameter of the glass tube
D)
directly proportional to the force per unit length of periphery

Correct Answer :   directly proportional to the specific weight of liquid

A)
barometers
B)
piezometers
C)
manometers
D)
differential manometers

Correct Answer :   manometers

182 .
The valve closure is said to be sudden if
A)
t < L/C
B)
t < 2L/C
C)
t < 3L/C
D)
t < 5L/C

Correct Answer :   t < 2L/C

183 .
For critical depth of flow of water in open channels, fc the specific energy must be :
A)
minimum
B)
maximum
C)
average of maximum and minimum
D)
None of the above

Correct Answer :   minimum

A)
Mach number
B)
Weber number
C)
Froude number
D)
Reynold number

Correct Answer :   Froude number

A)
2.0 m³
B)
2.5 m³
C)
3.0 m³
D)
4.0 m³

Correct Answer :   4.0 m³

A)
minimum
B)
maximum
C)
equal throughout
D)
None of the above

Correct Answer :   maximum

A)
increases
B)
decreases
C)
remains unaffected
D)
None of the above

Correct Answer :   increases

A)
4 mm
B)
6 mm
C)
8 mm
D)
10 mm

Correct Answer :   6 mm

A)
1000
B)
more than 500
C)
less than 500
D)
None of the above

Correct Answer :   less than 500

A)
centroid of the floating body
B)
centre of pressure of the displaced liquid
C)
centroid of the fluid displaced
D)
None of the above

Correct Answer :   centroid of the fluid displaced

A)
specific weight of water
B)
bulk modulus of elasticity of water
C)
square root of the bulk modulus of elasticity of water
D)
None of the above

Correct Answer :   square root of the bulk modulus of elasticity of water

A)
datum head
B)
kinetic head
C)
pressure head
D)
All of the above

Correct Answer :   All of the above

A)
1.0
B)
less than 1.0
C)
more than 1.0
D)
2

Correct Answer :   1.0

A)
parallel to the road surface
B)
parallel to the horizontal surface
C)
inclined upward while moving upwards
D)
inclined downward while moving downwards

Correct Answer :   parallel to the horizontal surface

A)
vein
B)
sill
C)
nappe
D)
None of the above

Correct Answer :   sill

A)
Frode number
B)
Euler number
C)
Reynold number
D)
Weber number

Correct Answer :   Reynold number

A)
1/3 to 1/2
B)
1/2 to 3/4
C)
1/4 to 1/8
D)
None of the above

Correct Answer :   1/3 to 1/2

A)
0°C
B)
0°K
C)
4°C
D)
20°C

Correct Answer :   4°C

A)
laminar flow
B)
turbulent flow
C)
smooth and streamline flow
D)
highly turbulent flow

Correct Answer :   highly turbulent flow

A)
10.0 m above the hydraulic gradient
B)
6.4 m above the hydraulic gradient
C)
5.0 above the hydraulic gradient
D)
2.4 m above the hydraulic gradient

Correct Answer :   6.4 m above the hydraulic gradient

A)
Flow in water pipe lines
B)
Flow in beds in ground water
C)
Flow of oil in measuring instruments
D)
Rise of water in plants through roots

Correct Answer :   Flow in water pipe lines

202 .
Which one of the following statements is true?
A)
The value of kinetic energy correction factor for laminar flow is 2
B)
The practical value of kinetic energy correction factor for turbulent flow is unity
C)
The value of kinetic energy correction factor for turbulent flow lies between 1.03 to 1.06
D)
All of the above

Correct Answer :   All of the above

A)
altitude
B)
temperature
C)
weather conditions
D)
All of the above

Correct Answer :   All of the above

A)
laminar
B)
uniform flow
C)
turbulent flow
D)
non-uniform flow

Correct Answer :   turbulent flow

A)
lesser than the depression of the liquid at the axis of rotation
B)
the same as the depression of the liquid at the axis of rotation
C)
greater than the depression of the liquid at the axis of rotation
D)
None of the above

Correct Answer :   the same as the depression of the liquid at the axis of rotation

A)
viscosity
B)
plasticity
C)
compressibility
D)
None of the above

Correct Answer :   compressibility

A)
one-half of the height of water on the sill
B)
one-third of the height of water on the sill
C)
one-fourth of the height of water on the sill
D)
two-third of the height of water on the sill

Correct Answer :   one-half of the height of water on the sill

A)
1 metre of water
B)
2 metres of water
C)
3 metres of water
D)
3.5 metres of water

Correct Answer :   3 metres of water

209 .
Water flows through a convergent mouthpiece of diameter 4 cm at convergence under a head of 3 metres. If the maximum vacuum pressure is 9 metres of water, the maximum diameter of divergence, to aviod separation of flow, is
A)
2√3 cm
B)
√2 cm
C)
4 cm
D)
6 cm

Correct Answer :   √2 cm

A)
poise
B)
Newton
C)
Both (A) and (B)
D)
stoke

Correct Answer :   stoke

A)
only one reading is required
B)
its formula is simple to remember
C)
it measures a wide range of flows accurately
D)
All of the above

Correct Answer :   All of the above

A)
momentum correction factor is 1.33
B)
energy correction factor is 2.00
C)
Both (A) and (B)
D)
None of the above

Correct Answer :   Both (A) and (B)

A)
increases the discharge
B)
decreases the discharge
C)
does not effect the discharge
D)
None of the above

Correct Answer :   increases the discharge

A)
very low pressure
B)
atmospheric pressure
C)
very high pressure
D)
difference in pressure at two points

Correct Answer :   atmospheric pressure

A)
half the width
B)
hydraulic mean depth
C)
one-fourth of the width
D)
three times the hydraulic radius

Correct Answer :   half the width

A)
radial flow
B)
forced vertex
C)
rectilinear flow
D)
free vortex motion

Correct Answer :   free vortex motion

A)
1.1
B)
1.0
C)
0.9
D)
0.8

Correct Answer :   1.1

A)
four times the diameter of the orifice
B)
five times the diameter of the orifice
C)
twice the diameter of the orifice
D)
thrice the diameter of the orifice

Correct Answer :   five times the diameter of the orifice

A)
increases linearly to its radial distance
B)
varies as the square of the radial distance
C)
decreases as the square of the radial distance
D)
varies inversely as the altitude along any vertical line

Correct Answer :   varies as the square of the radial distance

A)
10 m/sec
B)
12 m/sec
C)
15 m/sec
D)
18 m/sec

Correct Answer :   10 m/sec

A)
anywhere
B)
at the centroid
C)
below the centroid
D)
above the centroid

Correct Answer :   above the centroid

A)
kg sec/m²
B)
m² per sec
C)
Newton-sec²/m³
D)
Newton sec per m²

Correct Answer :   Newton sec per m²

A)
MLT⁻²
B)
ML⁻¹T⁻²
C)
ML⁻¹T⁻¹
D)
M-1L⁻¹T⁻¹

Correct Answer :   ML⁻¹T⁻¹

A)
10.0 m
B)
6.4 m
C)
5.0 m
D)
2.4 m

Correct Answer :   6.4 m

A)
2.7 m of water
B)
5.5 m of water
C)
7.4 m of water
D)
None of the above

Correct Answer :   7.4 m of water

A)
conditions of flow change steadily with time
B)
velocity vector remains constant at a point
C)
conditions of flow remain the same at adjacent point
D)
conditions of flow do not change with time at a point

Correct Answer :   conditions of flow do not change with time at a point

229 .
A cylinder 3 m in diameter and 4 m long retains water one side as shown in the below figure. If the weight of the cylinder is 2000 kgf, the vertical reaction at A is
A)
5,863 kgf
B)
14,137 kgf
C)
18,000 kgf
D)
20,000 kgf

Correct Answer :   5,863 kgf

A)
a parabolic path
B)
a circular path
C)
a straight line
D)
an elliptical path

Correct Answer :   a parabolic path

A)
76 cm
B)
60 cm
C)
56 cm
D)
41 cm

Correct Answer :   60 cm

A)
Mach number
B)
Weber number
C)
Froude number
D)
Reynold number

Correct Answer :   Weber number

235 .
An orifice is taken as large if
A)
(H₂ - H₁) > H
B)
(H₂ - H₁) > H/2
C)
(H₂ - H₁) > H/4
D)
(H₂ - H₁) > H/3

Correct Answer :   (Hâ‚‚ - H₁) > H/3