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Waste Water Engineering

Waste Water Engineering
Sewer manholes are generally provided at

The junctions of sewers
The change of direction
All of these
The change of gradient

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

First stage demand
Carbonaceous demand
All of these
Initial demand

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Greater than 0.1 mm
Less than 0.05 mm
Less than 0.01 mm
Less than 0.1 mm

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Waste Water Engineering
Lead caulked joints are used for laying

I. pipes
Earthenware pipes
G.I. pipes
Stone ware pipes

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Waste Water Engineering
A manhole is generally provided at each

Change of gradient
Junction
Bend
All of these

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

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

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