Mechanical Engineering - Hydraulics and Fluid Mechanics
Exercise : Hydraulics and Fluid Mechanics - Section 3
- Hydraulics and Fluid Mechanics - Section 1
- Hydraulics and Fluid Mechanics - Section 2
- Hydraulics and Fluid Mechanics - Section 3
- Hydraulics and Fluid Mechanics - Section 4
- Hydraulics and Fluid Mechanics - Section 5
- Hydraulics and Fluid Mechanics - Section 6
- Hydraulics and Fluid Mechanics - Section 7
- Hydraulics and Fluid Mechanics - Section 8
36.
When the coefficient of discharge (Cd) is 0.623, then the general equation for discharge over a rectangular weir is
37.
The total energy line lies over the centre line of the pipe by an amount equal to
38.
A piezometer tube is used only for measuring
39.
The flow in a pipe is turbulent when Reynold number is
40.
When a tank containing liquid moves with an acceleration in the horizontal direction, then the free surface of the liquid
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