1
5
7
6
D. 6
More
Less
Same
More or less depending on size of glass tube
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
The area is horizontal
The area is vertical
The area is inclined
All of the above
The head loss for all the pipes is same
The total discharge is equal to the sum of discharges in the various pipes
The total head loss is the sum of head losses in the various pipes
Both (A) and (B)
3.53 kN
33.3 kN
35.3 kN
None of these
Dissolved air
Dissolved salt
Suspended matter
All of the above
Inertial force and gravity
Viscous force and inertial force
Viscous force and buoyancy force
Pressure force and inertial force
w1a1 = w2a2
w1v1 = w2v2
a1v1 = a2v2
a1/v1 = a2/v2
One
Two
Three
Four
Less man the vapour pressure over the plane surface
Equal to the vapour pressure over the plane surface
Greater than the vapour pressure over the plane surface
Zero
Maximum
Minimum
Zero
Nonzero finite
A triangle
A paraboloid
An ellipse
None of these
Low pressure
High pressure
Moderate pressure
Vacuum pressure
The liquid particles at all sections have the same velocities
The liquid particles at different sections have different velocities
The quantity of liquid flowing per second is constant
Each liquid particle has a definite path
Mass of liquid displaced
Viscosity of the liquid
Pressure of the liquid displaced
Depth of immersion
Maximum at the centre and minimum near the walls
Minimum at the centre and maximum near the walls
Zero at the centre and maximum near the walls
Maximum at the centre and zero near the walls
wA
wx
wAx
wAx/sinθ
Sink to bottom
Float over fluid
Partly immersed
Be fully immersed with top surface at fluid surface
ρ ω2 r2
2ρ ω2 r2
ρ ω2 r2/2
ρ ω2 r2/4
Venturimeter
Orifice meter
Pitot tube
All of these
Actual velocity of jet at vena contracta to the theoretical velocity
Area of jet at vena contracta to the area of orifice
Actual discharge through an orifice to the theoretical discharge
None of the above
Equal to
Less than
More than
None of these
Surface tension
Cohesion of the liquid
Adhesion of the liquid molecules and the molecules on the surface of a solid
All of the above
There is no loss of energy of the liquid flowing
The velocity of flow is uniform across any cross-section of the pipe
No force except gravity acts on the fluid
All of the above
Specific gravity = gravity × density
Dynamic viscosity = kinematic viscosity × density
Gravity = specific gravity × density
Kinematic viscosity = dynamic viscosity × density
Length of both the pipes is same
Diameter of both the pipes is same
Loss of head and discharge of both the pipes is same
Loss of head and velocity of flow in both the pipes is same
1/2 × depth
1/2 × breadth
1/2 × sloping side
1/4 × (depth + breadth)
(2/3) Cd × b × √(2gH)
(2/3) Cd × b × √(2g) × H
(2/3) Cd × b × √(2g) × H3/2
(2/3) Cd × b × √(2g) × H2
Tension at the base
Overturning of the wall or dam
Sliding of the wall or dam
All of these
4μvl/wd²
8μvl/wd²
16μvl/wd²
32μvl/wd²