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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
A flow through a long pipe at constant rate is called

Steady non-uniform flow
Steady uniform flow
Unsteady uniform flow
Unsteady non-uniform flow

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Hydraulics and Fluid Mechanics in ME
The angle of contact in case of a liquid depends upon

both of die above
the nature of the liquid and the solid
the material which exists above the free surface of the liquid
any one of the above

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Hydraulics and Fluid Mechanics in ME
The error in discharge (dQ/Q) to the error in measurement of head (dH/H) over a triangular notch is given by

dQ/Q = 3/2 × (dH/H)
dQ/Q = 3 × (dH/H)
dQ/Q = 2 × (dH/H)
dQ/Q = 5/2 × (dH/H)

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Hydraulics and Fluid Mechanics in ME
A turbine develops 10000 kW under a head of 25 meters at 135 r.p.m. Its specific speed is

175.4 r.p.m.
275.4 r.p.m
215.5 r.p.m.
241.5 r.p.m.

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Hydraulics and Fluid Mechanics in ME
The units of dynamic or absolute viscosity are

kg sec/meter
metres² per sec
newton-sec per meter
newton-sec² per meter

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Hydraulics and Fluid Mechanics in ME
Any change in load is adjusted by adjusting following parameter on turbine

Blade velocity
Flow
Absolute velocity
Net head

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