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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
If the coefficient of discharge is 0.6, then the discharge over a right angled notch is

1.417 H5/2
7.141 H5/2
4.171 H5/2
0.417 H5/2

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Hydraulics and Fluid Mechanics in ME
One liter of water occupies a volume of

250 cm3
1000 cm3
500 cm3
100 cm3

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Hydraulics and Fluid Mechanics in ME
Total pressure on a lmxlm gate immersed vertically at a depth of 2 m below the free water surface will be

8000 kg
2000 kg
4000 kg
1000 kg

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Hydraulics and Fluid Mechanics in ME
Which of the following has highest coefficient of discharge ?

CipoUetti weir
sharp edged orifice
venturimeter
Borda’s mouthpiece running full

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Hydraulics and Fluid Mechanics in ME
An open tank contains 1 m deep water with 50 cm depth of oil of specific gravity 0.8 above it. The intensity of pressure at the bottom of tank will be

4 kN/m2
14 kN/m2
10 kN/m2
12 kN/m2

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Hydraulics and Fluid Mechanics in ME
The optimum value of vane exit angle for a centrifugal pump impeller is

10-15°
20-25°
50-60°
30-40°

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