Equal to
Less than
More than
None of these
B. Less than
Narrow-crested weir
Broad-crested weir
Ogee weir
Submerged weir
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
μ π³ N² R² /1800 t
μ π³ N² R⁴ /1800 t
μ π³ N² R² /3600 t
μ π³ N² R⁴ /3600 t
Centre of gravity of the floating body and the centre of buoyancy
Centre of gravity of the floating body and the metacentre
Metacentre and centre of buoyancy
Original centre of buoyancy and new centre of buoyancy
Decreases linearly with elevation
Remain constant
Varies in the same way as the density
Increases exponentially with elevation
d = (D⁵/8fl)1/2
d = (D⁵/8fl)1/3
d = (D⁵/8fl)1/4
d = (D⁵/8fl)1/5
Avoid interruption in the flow
Increase discharge
Increase velocity
Maintain pressure difference
Centroid of the displaced volume of fluid
Center of pressure of displaced volume
Does not exist
None of the above
Cohesion pressure is negligible
Cohesion pressure is decreased
Cohesion pressure is increased
There is no cohesion pressure
The metal piece will simply float over the mercury
The metal piece will be immersed in mercury by half
Whole of the metal piece will be immersed with its top surface just at mercury level
Metal piece will sink to the bottom
Same as
Less than
More than
None of these
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Dissolved air
Dissolved salt
Suspended matter
All of the above
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Negligible
Same as buoyant force
Zero
None of the above
Pressure
Flow
Velocity
Discharge
At the centre of gravity
Above the centre of gravity
Below be centre of gravity
Could be above or below e.g. depending on density of body and liquid
Equal to
Less than
More than
None of these
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
500 kg
1000 kg
1500 kg
2000 kg
w1a1 = w2a2
w1v1 = w2v2
a1v1 = a2v2
a1/v1 = a2/v2
Steady
Unsteady
Both A and B
None of these
Metres² per sec
kg-sec/metre
Newton-sec per metre²
Newton-sec per meter
wH
wH/2
wH2/2
wH2/3
Weber's number is the ratio of inertia force to elastic force.
Weber's number is the ratio of gravity force to surface tension force.
Weber's number is the ratio of viscous force to pressure force.
Weber's number is the ratio of inertia force to surface tension force.
Planes of the body are completely smooth
Space around the body is completely filled with the fluid
Fluid particles do not exert any influence on one another
All of the above
Pressure
Velocity
Square of velocity
Cube of velocity
1 %
1.5 %
2 %
2.5 %
Surface tension
Compressibility
Capillarity
Viscosity