Principle of conservation of mass holds
Velocity and pressure are inversely proportional
Total energy is constant throughout
The energy is constant along a streamline but may vary across streamlines
D. The energy is constant along a streamline but may vary across streamlines
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Does not change
Increases
Decreases
None of these
The weight of the body
More than the weight of the body
Less than the weight of the body
Weight of the fluid displaced by the body
The pressure below the nappe is atmospheric
The pressure below the nappe is negative
The pressure above the nappe is atmospheric
The pressure above the nappe is negative
Elastic
Surface tension
Viscous
Inertia
K.ρ
K/ρ
ρ/K
None of these
N-m/s
N-s/m2
m2/s
N-m
0.855 a.√(2gH)
1.855 aH.√(2g)
1.585 a.√(2gH)
5.85 aH.√(2g)
At C.G. of body
At center of pressure
Vertically upwards
At metacentre
Total energy per unit discharge
Total energy measured with respect to the datum passing through the bottom of the channel
Total energy measured above the horizontal datum
Kinetic energy plotted above the free surface of water
v₁²/2g
v₂²/2g
0.5 v₁²/2g
0.375 v₂²/2g
(2/3) Cd × L.√2g [H1 - Ha]
(2/3) Cd × L. √2g [H1 3/2 - Ha 3/2]
(2/3) Cd × L.√2g [H1 2 - Ha 2]
(2/3) Cd × L. √2g [H1 5/2 - Ha 5/2]
Less than
More than
Equal to
None of these
4.1 s
5.2 s
10.4 s
14.1 s
μ π³ N² R² /1800 t
μ π³ N² R⁴ /1800 t
μ π³ N² R² /3600 t
μ π³ N² R⁴ /3600 t
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure
Difference of pressure between two points
Rectangular
Triangular
Trapezoidal
Circular
Critical point
Vena contracta
Stagnation point
None of these
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
Its depth is twice the breadth
Its breadth is twice the depth
Its depth is thrice the breadth
Its breadth is thrice the depth
Cd × a × √(2gH)
Cd × a × √(2g) × H3/2
Cd × a × √(2g) × H2
Cd × a × √(2g) × H5/2
Venturimeter
Orifice meter
Pitot tube
All of these
Pascal's law
Archimedess principle
Principle of floatation
Bernoulli's theorem
More
Less
Same
More or less depending on size of glass tube
Energy
Work
Mass
Length
Velocity
(Velocity)2
(Velocity)3
(Velocity)4
h
wh
w/h
h/w
Water surface
Center of pressure
Center of gravity
Center of buoyancy
1.84 LH1/2
1.84 LH
1.84 LH3/2
1.84 LH5/2
Real
Ideal
Newtonian
Non-Newtonian