Less than
More than
Equal to
None of these
A. Less than
The direction and magnitude of the velocity at all points are identical
The velocity of successive fluid particles, at any point, is the same at successive periods of time
The magnitude and direction of the velocity do not change from point to point in the fluid
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
Pressure force
Elastic force
Gravity force
Surface tension force
Crest
Nappy
Sill
Weir top
(v₁ - v₂)²/g
(v₁² - v₂²)/g
(v₁ - v₂)²/2g
(v₁² - v₂²)/2g
The center of buoyancy is located at the center of gravity of the displaced liquid
For stability of a submerged body, the center of gravity of body must lie directly below the center of buoyancy
If C.G. and center of buoyancy coincide, the submerged body must lie at neutral equilibrium for all positions
All floating bodies are stable
Same
More
Less
None of these
Directly proportional to the area of the vessel containing liquid
Directly proportional to the depth of liquid from the surface
Directly proportional to the length of the vessel containing liquid
Inversely proportional to the depth of liquid from the surface
51 cm
50 cm
52 cm
52.2 cm
Sill or crest
Nappe or vein
Orifice
None of these
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
Steady
Unsteady
Uniform
Laminar
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion
Remains constant
Increases
Decreases
Depends upon mass of liquid
Venturimeter
Orifice meter
Pitot tube
All of these
Does not change
Decreases
Increases
None of these
Coincides with
Lies below
Lies above
None of these
Incompressible
Compressible
Viscous
None of these
dp/ρ + g.dz + v.dv = 0
dp/ρ - g.dz + v.dv = 0
ρ.dp + g.dz + v.dv = 0
ρ.dp - g.dz + v.dv = 0
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
Equal to
Less than
More than
None of these
Metres² per sec
kg-sec/metre
Newton-sec per metre²
Newton-sec per meter
Pascal law
Newton's law of viscosity
Boundary layer theory
Continuity equation
Pascal's law
Archimedess principle
D-Alembert's principle
None of these
0.417 H5/2
1.417 H5/2
4.171 H5/2
7.141 H5/2
On the surface at which resultant pressure acts
On the surface at which gravitational force acts
At which all hydraulic forces meet
Similar to metacentre
Kinematic viscosity in C. G. S. units
Kinematic viscosity in M. K. S. units
Dynamic viscosity in M. K. S. units
Dynamic viscosity in S. I. units
dQ/Q = (1/2) × (dH/H)
dQ/Q = (3/4) × (dH/H)
dQ/Q = (dH/H)
dQ/Q = (3/2) × (dH/H)
Q = (2/3) Cd × b × √(2g) × (H2 - H1)
Q = (2/3) Cd × b × √(2g) × (H2 1/2 - H1 1/2)
Q = (2/3) Cd × b × √(2g) × (H2 3/2 - H1 3/2)
Q = (2/3) Cd × b × √(2g) × (H2 2 - H1 2)
0.375
0.5
0.707
0.855
Less than
More than
Equal to
None of these