Mechanical Engineering - Hydraulics and Fluid Mechanics
Exercise : Hydraulics and Fluid Mechanics - Section 6
- 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
21.
The depth of centre of pressure (h) for a vertically immersed surface from the liquid surface is given by (where IG = Moment of inertia of the immersed surface about horizontal axis through its centre of gravity, A = Area of immersed surface, and x = Depth of centre of gravity of the immersed surface from the liquid surface)
22.
The velocity at which the turbulent flow starts is known as higher critical velocity.
23.
According to Francis formula, the discharge over a rectangular weir is (where n = Number of end contractions)
24.
The specific weight is also known as weight density.
25.
In a lockgate, the reaction between two gates is (where P = Resultant pressure on the lock gate, and α = Inclination of the gate with the normal to the side of the lock)
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