Vertical line
Horizontal line
Inclined line with flow downward
In any direction and in any location
D. In any direction and in any location
Cohesion
Adhesion
Viscosity
Surface tension
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Weir
Notch
Orifice
None of these
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Pressure of liquid
Discharge of liquid
Pressure difference between two points in a channel
Pressure difference between two points in a pipe
1.84 LH1/2
1.84 LH
1.84 LH3/2
1.84 LH5/2
1/16 to 1/8
1/8 to 1/4
1/4 to 1/3
1/3 to 1/2
Cohesion pressure is negligible
Cohesion pressure is decreased
Cohesion pressure is increased
There is no cohesion pressure
Equal to
Less than
More than
None of these
Viscosity of a fluid is that property which determines the amount of its resistance to a shearing force
Viscosity is due primarily to interaction between fluid molecules
Viscosity of liquids decreases with increase in temperature
Viscosity of liquids is appreciably affected by change in pressure
2.4 m
3.0 m
4.0 m
5.0 m
50 %
56.7 %
66.67 %
76.66 %
2.4 m above the hydraulic gradient
6.4 m above the hydraulic gradient
10.0 m above the hydraulic gradient
5.0 above the hydraulic gradient
H/3
H/2
2H/3
3H/4
Sill or crest
Nappe or vein
Orifice
None of these
Specific weight
Mass density
Specific gravity
None of these
Mach number
Froude number
Reynolds number
Weber's number
Width of channel at the top is equal to twice the width at the bottom
Depth of channel is equal to the width at the bottom
The sloping side is equal to half the width at the top
The sloping side is equal to the width at the bottom
Pressure
Velocity
Square of velocity
Cube of velocity
Pressure force
Elastic force
Surface tension force
Viscous force
103 kN/m2
10.3 m of water
760 mm of mercury
All of these
Bottom surface of the body
C.G. of the body
Metacentre
All points on the surface of the body
Sum
Different
Product
Ratio
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
A × M × m1/2 × i2/3
A × M × m2/3 × i1/2
A1/2 × M2/3 × m × i
A2/3 × M1/3 × m × i
Increase
Remain unaffected
May increase or decrease depending on the characteristics of liquid
Decrease
0.384 Cd × L × H1/2
0.384 Cd × L × H3/2
1.71 Cd × L × H1/2
1.71 Cd × L × H3/2
Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t