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Waste Water Engineering

Waste Water Engineering
1000 kg of sewage contains

0.112 kg in solution
0.225 kg in solution
Both A and C of above
0.112 kg in suspension

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Waste Water Engineering
Pick up the incorrect size of stone ware sewers

67.5 cm
52.5 cm
None of these
82.5 cm

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Anaerobic decomposition
None of these
Aerobic decomposition
Parasitic decomposition

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Waste Water Engineering
The angle subtended by the surface of sewer water with partial flow, at sewer centre is 120°, the depth of sewerage is

20 cm
50 cm
25 cm
40 cm

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Waste Water Engineering
During preliminary treatment of a sewage

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

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Waste Water Engineering
The spacing of man holes along a straight portion of a sewer is 300 m, the diameter of the sewer may be

1.5 m
1.2 m
> 1.5 m
0.9 cm

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