Pressure
Flow
Shape
Volume
C. Shape
Specific gravity = gravity × density
Dynamic viscosity = kinematic viscosity × density
Gravity = specific gravity × density
Kinematic viscosity = dynamic viscosity × density
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
l/d² = (l₁/d₁²) + (l₂/d₂²) + (l₃/d₃²)
l/d³ = (l₁/d₁³) + (l₂/d₂³) + (l₃/d₃³)
l/d⁴ = (l₁/d₁⁴) + (l₂/d₂⁴) + (l₃/d₃⁴)
l/d⁵ = (l₁/d₁⁵) + (l₂/d₂⁵) + (l₃/d₃⁵)
1 %
1.5 %
2 %
2.5 %
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Less than 2000
Between 2000 and 2800
More than 2800
None of these
Elastic properties of the pipe material
Elastic properties of the liquid flowing through the pipe
Speed at which the valve is closed
All of the above
Directly proportional
Inversely proportional
Square root of velocity
None of these
wA
wx
wAx
wAx/sinθ
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
1/2 × depth
1/2 × breadth
1/2 × sloping side
1/4 × (depth + breadth)
Low pressure
High pressure
Moderate pressure
Vacuum pressure
wA
wx
wAx
wA/x
51 cm
50 cm
52 cm
52.2 cm
Q = Cd × bH₁ × √(2gh)
Q = Cd × bH2 × √(2gh)
Q = Cd × b (H2 - H1) × √(2gh)
Q = Cd × bH × √(2gh)
Less than
Same as
More than
None of these
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 pleasure
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Acts in the plane of the interface normal to any line in the surface
Is also known as capillarity
Is a function of the curvature of the interface
Decreases with fall in temperature
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
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
0.375
0.5
0.707
0.855
Sill or crest
Nappe or vein
Orifice
None of these
1
1000
100
101.9
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Pressure
Distance
Density
Flow
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
At normal pressure of 760 mm
At 4°C temperature
At mean sea level
All the above
There is excessive leakage in the pipe
The pipe bursts under high pressure of fluid
The flow of fluid through the pipe is suddenly brought to rest by closing of the valve
The flow of fluid through the pipe is gradually brought to rest by closing of the valve
0.83
0.6
0.4
0.3