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Waste Water Engineering

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

Siphon spill way
Leaping weir
None of these
Overflow 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

1075 mm
1095 mm
1045 mm
1065 mm

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Waste Water Engineering
The minimum recommended diameter of sewers, is

15 cm
10 cm
5 cm
20 cm

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

Overflow velocity
All of these
Surface loading
Overflow rate

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Waste Water Engineering
During purification process of sewage the gas given off, is

Carbon dioxide
Ammonia
All listed here
Hydrogen

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Waste Water Engineering
A manhole is classified as shallow if its depth is between

0.5 to 0.7 m
0.7 to 0.9 m
0.4 to 0.5 m
0.9 to 1.20 m

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