Equal
Directly proportional
Inversely proportional
None of these
B. Directly proportional
1 %
1.5 %
2 %
2.5 %
Less than
More than
Equal
None of these
Up-thrust
Reaction
Buoyancy
Metacentre
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Equal
Directly proportional
Inversely proportional
None of these
Mass
Momentum
Energy
Work
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
Centroid of the volume of fluid vertically above the body
Centre of the volume of floating body
Center of gravity of any submerged body
Centroid of the displaced volume of fluid
51 cm
50 cm
52 cm
52.2 cm
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
Internal
External
Both A and B
None of these
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
Q = Cd × bH₁ × √(2gh)
Q = Cd × bH2 × √(2gh)
Q = Cd × b (H2 - H1) × √(2gh)
Q = Cd × bH × √(2gh)
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion
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
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
Equal to
Less than
More than
None of these
Streamline flow
Turbulent flow
Steady flow
Unsteady flow
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
Pressure
Discharge
Velocity
Volume
At the centre of gravity
Above the centre of gravity
Below be centre of gravity
Could be above or below e.g. depending on density of body and liquid
Less than 2000
Between 2000 and 2800
More than 2800
None of these
Specific weight
Specific mass
Specific gravity
Specific density
Fluids are capable of flowing
Fluids conform to the shape of the containing vessels
When in equilibrium, fluids cannot sustain tangential forces
When in equilibrium, fluids can sustain shear forces
4μvl/wd²
8μvl/wd²
16μvl/wd²
32μvl/wd²
Steady flow
Turbulent flow
Vortex flow
Uniform flow
Newton-sec/m
Newton-m/sec
Newton/m
Newton
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Weight of the liquid displaced
Pressure with which the liquid is displaced
Viscosity of the liquid
Compressibility of the liquid