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Waste Water Engineering

Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

Lakes
Seas
Rivers
None of these

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Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

Branch sewer
Main sewer
Out-fall sewer
House sewer

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Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.6
0.55
0.5
0.45

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Waste Water Engineering
The dimensions of a rectangular settling tank are: length 24 m, width 6 m and depth 3 m. If 2 hour detention period for tanks is recommended, the rate of flow of sewage per hour, is

208 cu.m
212 cu.m
216 cu.m
204 cu.m

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Waste Water Engineering
The normal values of over flow rates for sedimentation tanks using coagulant, ranges between

50,000 to 60,000 litres/sqm/day
80,000 to 100,000 litres/sqm/day
25,000 to 35,000 litres/sqm/day
40,000 to 50,000 litres/sqm/day

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Waste Water Engineering
Flocculated particles do not change their

None of these
Size
Shape
Weight

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