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Waste Water Engineering

Waste Water Engineering
Primary treatment of sewage consists of removal of

Sand and girt
Floating materials
Oil and grease
Large suspended organic solids

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

Near the outer surface of the pipe
Both A and B
Near the inner surface of the pipe
With elliptical cage

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Waste Water Engineering
During preliminary treatment of a sewage

Floating materials are removed by screening
Girt and sand are removed by girt chambers
Oil and grease are removed from skimming tanks
All listed here

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Waste Water Engineering
The most effective arrangement for diverting excess storm water into a natural drainage, is

Siphon spill way
Overflow weir
None of these
Leaping weir

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Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1045 mm
1095 mm
1075 mm
1065 mm

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.15 D
1.75 D
1.5 D
1.25 D

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