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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
An object having 10 kg mass weighs 9.81 kg on a spring balance. The value of 'g' at this place is

10 m/sec²
9 m/sec
9.81 m/sec²
9.75 m/sec²

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Hydraulics and Fluid Mechanics in ME
The theoretical velocity of jet at vena contracta is (where H = Head of water at vena contracta)

H × √(2g)
√(2gh)
2g × √H
2gH

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Hydraulics and Fluid Mechanics in ME
The total pressure on the surface of a vertical sluice gate 2 m x 1 m with its top 2 m surface being 0.5 m below the water level will be

500 kg
1500 kg
2000 kg
1000 kg

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Hydraulics and Fluid Mechanics in ME
For manometer, a better liquid combination is one having

lower surface tension
high density and viscosity
surface tension is no criterion
higher surface tension

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Hydraulics and Fluid Mechanics in ME
According to Chezy's formula, the discharge through an open channel is (where A = Area of flow, C = Chezy's constant, m = Hydraulic mean depth, and i = Uniform slope in bed)

mi × √(A × C)
C × √(m × i)
A × √(m × i)
AC × √(m × i)

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Hydraulics and Fluid Mechanics in ME
A Pelton wheel develops 1750 kW under a head of 100 meters while running at 200 r.p.m. and discharging 2500 liters of water per second. The unit speed of the wheel is

10 r.p.m.
20 r.p.m.
40 r.p.m.
80 r.p.m.

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