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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The depth of the center of pressure on a vertical rectangular gate 8 m wide and 6 m high, when the water surface coincides with the top of the gate, is

2.5 m
3.0 m
2.4 m
4.0 m

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Hydraulics and Fluid Mechanics in ME
During the opening of a valve in a pipe line, the flow is

Steady
Uniform
Laminar
Unsteady

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Hydraulics and Fluid Mechanics in ME
The product of mass and acceleration of flowing liquid is called

Gravity force
Inertia force
Pressure force
Viscous force

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Hydraulics and Fluid Mechanics in ME
The Francis formula for the discharge over Cipoletti weir is

1.84 LH
1.84 LH5/2
1.84 LH1/2
1.84 LH3/2

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Hydraulics and Fluid Mechanics in ME
The wake

is a region of high pressure intensity
always occurs before a separation point
always occurs after a separation point
None of these

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Hydraulics and Fluid Mechanics in ME
The unit of viscosity is

Newton-sec per meter
kg-sec/meter
Newton-sec per meter²
Meters² per sec

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