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Waste Water Engineering

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

Surface loading
Over flow velocity
Over flow rate
All of these

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Waste Water Engineering
The flow velocity in detritus tanks is

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

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Waste Water Engineering
If q is the average sewage flow from a city of population P, the maximum sewage flow

Q = [(18 + P)/(4 + )] q
Q = [(5 + )/((15 + )] q
Q = [(4 + )/(18 + )] q
Q = [(18 + )/(4 + )] q

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Waste Water Engineering
Aerobic bacterias

All of these
Oxidise organic matter in sewage
Consume organic matter as their food
Flourish in the presence of free oxygen

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Waste Water Engineering
A circular sewer section is preferred to because

It provides maximum area for a given perimeter
All listed here
It provides maximum hydraulic mean depth
It is cheaper in construction

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Waste Water Engineering
Dry weather flow is:

Average monthly rate of flow
Average daily rate of flow
Average annual rate of flow
Water supply allowance per capita

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