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Waste Water Engineering

Waste Water Engineering
The flow velocity in detritus tanks is

0.09 m/sec
None of these
0.05 m/sec
1.25 m/sec

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 150 to 200
Less than 150
More than 500
Between 200 to 300

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Waste Water Engineering
The minimum diameter of a sewer is kept

20 cm
25 cm
10 cm
15 cm

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

Surface loading
Over flow rate
All of these
Over flow velocity

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Waste Water Engineering
The suitable cross-section of sewers to carry combined flow, is

Egg shaped
Circular
Horse shoe shaped
Rectangular

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Waste Water Engineering
The intensity of rain is expressed in

cm/minute
cm/day
None of these
cm/hour

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