Half the depth
Half the breadth
Twice the depth
Twice the breadth
A. Half the depth
Specific weight
Specific mass
Specific gravity
Specific density
Metres² per sec
kg sec/metre
Newton-sec per metre
Newton-sec per metre
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
15.3 m
25.3 m
35.3 m
45.3 m
0.5
0.4
0.515
0.5
Cohesion
Adhesion
Viscosity
Surface tension
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
A compressible
An incompressible
Both A and B
None of these
Higher
Lower
Same
None of these
Acts in the plane of the interface normal to any line in the surface
Is also known as capillarity
Is a function of the curvature of the interface
Decreases with fall in temperature
Steady
Streamline
Turbulent
Unsteady
Be horizontal
Make an angle in direction of inclination of inclined plane
Make an angle in opposite direction to inclination of inclined plane
Any one of above is possible
Cannot be subjected to shear forces
Always expands until it fills any container
Has the same shear stress at a point regardless of its motion
Cannot remain at rest under action of any shear force
Resultant force acting on a floating body
Equal to the volume of liquid displaced
Force necessary to keep a body in equilibrium
The resultant force on a body due to the fluid surrounding it
ML°T⁻²
ML°T
ML r²
ML²T²
Minimum
Maximum
Zero
Could be any value
100 litres
250 litres
500 litres
1000 litres
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Critical velocity
Velocity of approach
Sub-sonic velocity
Super-sonic velocity
Is steady and uniform
Takes place in straight line
Takes place in curve
Takes place in one direction
Pressure
Discharge
Velocity
Volume
1000 N/m3
10000 N/m3
9.81 × 103 N/m3
9.81 × 10⁶ N/m3
Friction loss and flow
Length and diameter
Flow and length
Friction factor and diameter
1 and 2.5
2.5 and 4
4 and 6
1 and 6
Internal
External
Both A and B
None of these
Mach number
Froude number
Reynolds number
Weber's number
In a compressible flow, the volume of the flowing liquid changes during the flow
A flow, in which the volume of the flowing liquid does not change, is called incompressible flow
When the particles rotate about their own axes while flowing, the flow is said to be rotational flow
All of the above
Surface tension
Coefficient of viscosity
Viscosity
Osmosis
Higher surface tension
Lower surface tension
Surface tension is no criterion
High density and viscosity
Water surface
Center of pressure
Center of gravity
Center of buoyancy