Path line
Stream line
Steak line
Potential line
B. Stream line
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
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Any weight, floating or immersed in a liquid, is acted upon by a buoyant force
Buoyant force is equal to the weight of the liquid displaced
The point through which buoyant force acts, is called the center of buoyancy
Center of buoyancy is located above the center of gravity of the displaced liquid
An equivalent pipe is treated as an ordinary pipe for all calculations
The length of an equivalent pipe is equal to that of a compound pipe
The discharge through an equivalent pipe is equal to that of a compound pipe
The diameter of an equivalent pipe is equal to that of a compound pipe
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
Venturimeter
Orifice meter
Pitot tube
All of these
Head of water (h)
h²
V/T
h/2
Less
More
Equal
Less at low temperature and more at high temperature
One-half
One-third
Two-third
None of these
Less than unity
Unity
Between 1 and 6
None of these
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Increase in viscosity of gas
Increase in viscosity of liquid
Decrease in viscosity of gas
Decrease in viscosity of liquid
Pascal's law
Archimedess principle
Principle of floatation
Bernoulli's theorem
Specific weight
Specific mass
Specific gravity
Specific density
The pressure at any location reaches an absolute pressure equal to the saturated vapour pressure of the liquid
Pressure becomes more than critical pressure
Flow is increased
Pressure is increased
It gives maximum discharge for a given cross-sectional area and bed slope
It has minimum wetted perimeter
It involves lesser excavation for the designed amount of discharge
All of the above
Absolute temperature
Temperature
Density
Modulus of elasticity
Specific gravity = gravity × density
Dynamic viscosity = kinematic viscosity × density
Gravity = specific gravity × density
Kinematic viscosity = dynamic viscosity × density
Steady
Unsteady
Both A and B
None of these
0.855 a.√(2gH)
1.855 aH.√(2g)
1.585 a.√(2gH)
5.85 aH.√(2g)
Steady flow
Turbulent flow
Vortex flow
Uniform flow
Are viscous
Possess surface tension
Are compressible
Possess all the above properties
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Higher than the surface of liquid
The same as the surface of liquid
Lower than the surface of liquid
Unpredictable
Adhesion
Cohesion
Surface tension
Viscosity
(8/15) Cd. 2g. H
(8/15) Cd. 2g. H3/2
(8/15) Cd. 2g. H²
(8/15) Cd. 2g. H5/2
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Energy
Work
Mass
Length
Surface tension
Capillarity
Viscosity
Shear stress in fluids
Remains same
Decreases
Increases
None of these