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Hydraulics and Fluid Mechanics in ME

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

1500 kg
2000 kg
500 kg
1000 kg

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Hydraulics and Fluid Mechanics in ME
The overall efficiency for a Pelton wheel lies between

0.85 to 0.90
0.65 to 0.75
0.50 to 0.65
0.75 to 0.85

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Hydraulics and Fluid Mechanics in ME
A vertically immersed surface is shown in the below figure. The distance of its centre of pressure from the water surface is

(bd²/12) + x̅
d²/12 + x̅
b²/12 + x̅
(d²/12 x̅) + x̅

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Hydraulics and Fluid Mechanics in ME
A differential manometer is used to measure

Pressure in Venturimeter
Pressure in pipes and channels
Difference of pressures between two points in a pipe
Atmospheric pressure

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Hydraulics and Fluid Mechanics in ME
Which of the following manometer has highest sensitivity

U-tube with water
micro-manometer with water
inclined U-tube
U-tube with mercury

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Hydraulics and Fluid Mechanics in ME
When a piping system is made up primarily of friction head and very little of vertical lift, then pump characteristics should be

Nearly horizontal
First rise and then fall
Horizontal
Steep

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