1/2 × depth
1/2 × breadth
1/2 × sloping side
1/4 × (depth + breadth)
A. 1/2 × depth
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
Adhesion
Cohesion
Viscosity
Compressibility
Mass
Momentum
Energy
Work
Remain unaffected
Increases
Decreases
None of these
Reynold's number
Froude's number
Weber's number
Euler's number
w
wh
w/h
h/w
The horizontal component of the hydrostatic force on any surface is equal to the normal force on the vertical projection of the surface
The horizontal component acts through the center of pressure for the vertical projection
The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
The vertical component passes through the center of pressure of the volume
Adhesion
Cohesion
Surface tension
Viscosity
To control the pressure variations due to rapid changes in the pipe line flow
To eliminate water hammer possibilities
To regulate flow of water to turbines by providing necessary retarding head of water
All of the above
Energy/unit area
Velocity/unit area
Both of the above
It has no units
Gravitational force is equal to the up-thrust of the liquid
Gravitational force is less than the up-thrust of the liquid
Gravitational force is more than the up-thrust of the liquid
None of the above
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
Surface tension
Capillarity
Viscosity
Shear stress in fluids
Surface tension
Cohesion of the liquid
Adhesion of the liquid molecules and the molecules on the surface of a solid
All of the above
wH/2
wH
wH2/2
wH2/4
Directly proportional to density of fluid
Inversely proportional to density of fluid
Directly proportional to (density)1/2 of fluid
Inversely proportional to (density)1/2 of fluid
1/16 to 1/8
1/8 to 1/4
1/4 to 1/3
1/3 to 1/2
It is easier to see through the glass tube
Glass tube is cheaper than a metallic tube
It is not possible to conduct this experiment with any other tube
All of the above
Length of both the pipes is same
Diameter of both the pipes is same
Loss of head and discharge of both the pipes is same
Loss of head and velocity of flow in both the pipes is same
Velocity of flow at the required point in a pipe
Pressure difference between two points in a pipe
Total pressure of liquid flowing in a pipe
Discharge through a pipe
9,000 kg
13,500 kg
18,000 kg
27,000 kg
100 cm3
250 cm3
500 cm3
1000 cm3
Lift
Drag
Stagnation pressure
Bulk modulus
Maximum
Minimum
Zero
Nonzero finite
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
N-m/s2
N-s/m2
Poise
Stoke
Red wood
Say bolt
Engler
Orsat
Metres² per sec
kg sec/metre
Newton-sec per metre
Newton-sec per metre
15.3 m
25.3 m
35.3 m
45.3 m
The metacentre should lie above the center of gravity
The center of buoyancy and the center of gravity must lie on the same vertical line
A righting couple should be formed
All the above are correct