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Waste Water Engineering

Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

2.0 m
4.0 m
1.0 m
3.0 m

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Waste Water Engineering
The small sewers are cleaned by

Wooden pills
Flushing
Cane rodding
None of these

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Waste Water Engineering
Drop manholes are the manholes

Without entry ladders
Without manhole covers
Having drains at different levels
With depths more than 3.5 m

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Waste Water Engineering
Facultative bacteria survive in

The absence of oxygen
Neither A nor B
Both cases A and B
The presence of oxygen

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 100
1 in 60
None of these
1 in 120

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Waste Water Engineering
In sewers the highest non-scouring velocity is achieved in

Cement concrete sewers
Stone ware sewers
Glazed bricks sewers
Cast iron sewers

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