d/6
d/4
d/2
d
B. d/4
Pressure
Discharge
Velocity
Volume
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
Cd × a × √(2gH)
Cd × a × √(2g) × H3/2
Cd × a × √(2g) × H2
Cd × a × √(2g) × H5/2
Pressure in gases
Liquid discharge
Pressure in liquids
Gas velocities
w × Q × H
w × Q × hf
w × Q (H - hf)
w × Q (H + hf)
Equal to
Less than
More than
None of these
Meta centre should be above e.g.
Centre of buoyancy and e.g. must lie on same vertical plane
A righting couple should be formed
All of the above
Expands
Does not change
Contracts
None of these
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)
Linear
Parabolic
Hyperbolic
Inverse type
Remains constant
Increases
Decreases
Depends upon mass of liquid
200 kg/m3
400 kg/m3
600 kg/m3
800 kg/m3
1 %
1.5 %
2 %
2.5 %
Weight of the liquid displaced
Pressure with which the liquid is displaced
Viscosity of the liquid
Compressibility of the liquid
Actual velocity of jet at vena-contracta to the theoretical velocity
Area of jet at vena-contracta to the area of orifice
Loss of head in the orifice to the head of water available at the exit of the orifice
Actual discharge through an orifice to the theoretical discharge
10 kg
100 kg
1000 kg
1 kg
Dissolved air
Dissolved salt
Suspended matter
All of the above
0° C
0° K
4° C
100° C
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
Mass
Momentum
Energy
Work
Meta center
Center of pressure
Center of buoyancy
Center of gravity
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
Measure the velocity of a flowing liquid
Measure the pressure of a flowing liquid
Measure the discharge of liquid flowing in a pipe
Measure the pressure difference of liquid flowing between two points in a pipe line
Quasi-static
Steady state
Laminar
Uniform
C.G. of body
Center of pressure
Center of buoyancy
Metacentre
Varies as the square of the radial distance
Increases linearly as its radial distance
Increases as the square of the radial distance
Decreases as the square of the radial distance
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
1 %
1.5 %
2 %
2.5 %
Moving
Viscous
Viscous and static
Viscous and moving