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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
A drop manhole is provided if

A sewer drops from a height
None of these
A branch sewer joins the main sewer at higher level
A lamp is inserted to check obstruction

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Waste Water Engineering
Rate of flow of sewage is generally assumed

Equal to the rate of water supply
Less than the rate of water supply
At 150 litres per capita
More than the rate of water supply

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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 coagulant which is generally not used for treating the sewage, is

Ferric sulphate
Ferric chloride
Chlorinated coppers
Alum

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Waste Water Engineering
Discrete or granular particles change their

Shape
Weight
Size
None of these

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