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Waste Water Engineering

Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

Both types of bacterias
None of these
Anaerobic bacteria
Aerobic bacteria

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Waste Water Engineering
A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is

0.40 m/sec
0.30 m/sec
0.45 m/sec
0.35 m/sec

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Aerobic decomposition
None of these
Parasitic decomposition
Anaerobic decomposition

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Waste Water Engineering
Antisyphonage pipe is fitted

At the beginning of sewer line
With a W.'trap
On manholes
At the end of septic tanks

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Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Standard egg shaped
Horse shoe shaped
Parabolic shaped
Circular shaped

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Waste Water Engineering
Drop manholes are the manholes

Without entry ladders
Having drains at different levels
Without manhole covers
With depths more than 3.5 m

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