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Waste Water Engineering

Waste Water Engineering
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

30 mm
20 mm
40 mm
50 mm

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Waste Water Engineering
For large sewers, maximum distance between manholes may be

100 m
200 m
300 m
50 m

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Waste Water Engineering
Drop manholes are the manholes

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

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Waste Water Engineering
If the flame of a miner’s safety lamp in a manhole extinguishes within 5 minutes, the sewer certainly contains

Hydrogen sulphide
Carbon dioxide
Methane
Oxygen

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Waste Water Engineering
The settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock’s law, is

Vs = 218 (Gs – Gw)d [(3T + 70)/100]
Vs = 418 (Gs – Gw)d² [(3T + 70)/100]
Vs = 218 (Gs – Gw)d² [(3T + 70)/100]
Vs = 418 (Gs – Gw) d [(3T + 70)/100]

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

Anaerobic bacteria
Both types of bacterias
None of these
Aerobic bacteria

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