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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
A liquid would wet the solid, if adhesion forces as compared to cohesion forces are

equal
less
more
less at low temperature and more at high temperature

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Hydraulics and Fluid Mechanics in ME
A hemispherical tank of radius (R) has an orifice of cross-sectional area (a) at its bottom and is full of liquid. The time required to empty the tank completely is

14π R1/2/15Cd × a √(2g)
14π R3/2/15Cd × a √(2g)
14π R7/2/15Cd × a √(2g)
14π R5/2/15Cd × a √(2g)

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Hydraulics and Fluid Mechanics in ME
A fluid in equilibrium can't sustain

Shear stress
Bending stress
Tensile stress
Compressive stress

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Hydraulics and Fluid Mechanics in ME
The stability of a dam is checked for

Overturning of the wall or dam
Tension at the base
All of these
Sliding of the wall or dam

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Hydraulics and Fluid Mechanics in ME
The horizontal component of buoyant force is

Zero
None of these
Negligible
Same as buoyant force

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Hydraulics and Fluid Mechanics in ME
A square surface 3 m × 3 m lies in a vertical line in water pipe its upper edge at water surface. The hydrostatic force on square surface is

27,000 kg
18,000 kg
9,000 kg
13,500 kg

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