Steady
Unsteady
Uniform
Laminar
B. Unsteady
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
Pressure
Flow
Velocity
Discharge
Sill or crest
Nappe or vein
Orifice
None of these
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
0.46
0.64
0.78
0.87
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
The size of orifice is large
The velocity of flow is large
The available head of liquid is more than 5 times the height of orifice
The available head of liquid is less than 5 times the height of orifice
Plus
Minus
Divide
Multiply
Suction pressure
Vacuum pressure
Negative gauge pressure
All of these
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
Remain same
Increases
Decreases
Shows erratic behaviour
51 cm
50 cm
52 cm
52.2 cm
Lesser
Greater
Same
None of these
Less than 2000
Between 2000 and 2800
More than 2800
None of these
Concave
Convex
Plane
None of these
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
N/mm2
N/m2
Head of liquid
All of these
Cohesion
Adhesion
Viscosity
Surface tension
N-m/s2
N-s/m2
Poise
Stoke
N-m/s
N-s/m2
m2/s
N-m
Venturimeter
Orifice meter
Pitot tube
All of these
Vacuum pressure
Gauge pressure
Absolute pressure
Atmospheric pressure
Steady flow
Uniform flow
Streamline flow
Turbulent flow
Tension at the base
Overturning of the wall or dam
Sliding of the wall or dam
All of these
Directly proportional to (radius)2
Inversely proportional to (radius)2
Directly proportional to (radius)4
Inversely proportional to (radius)4
Is steady
Is one dimensional
Velocity is uniform at all the cross sections
All of the above
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
1000 kg
4000 kg
2000 kg
8000 kg
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