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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The specific weight of water in S.I. units is taken as

9.81 × 103 N/m3
9.81 kN/m3
9.81 × 10-6 N/mm3
Any one of these

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Hydraulics and Fluid Mechanics in ME
The loss of pressure head in case of laminar flow is proportional to

(Velocity)3
(Velocity)2
Velocity
(Velocity)4

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Hydraulics and Fluid Mechanics in ME
A model of a reservior is drained in 4 mts by opening the sluice gate. The model scale is 1: 225. How long should it take to empty the prototype ?

4 x V225 minutes
4 x (225)3/2 minutes
4 minutes
4 (225)1/3 minutes

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Hydraulics and Fluid Mechanics in ME
The flow in which the velocity vector is identical in magnitude and direction at every point, for any given instant, is known as

one dimensional flow
turbulent flow
steady flow
uniform f^w

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Hydraulics and Fluid Mechanics in ME
According to Bernoulli's equation

Z + p/w + v²/2g = constant
Z - p/w - v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant

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Hydraulics and Fluid Mechanics in ME
Newton’s law of viscosity relates

shear stress and rate of angular deformation
shear stress, viscosity and temperature
viscosity and rate of angular deformation
intensity of pressure and rate of angular deformation

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