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Waste Water Engineering

Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

3.0 to 4.0 m/sec
4.5 to 5.5 m/sec
2.5 to 3.0 m/sec
3.5 to 4.5 m/sec

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Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Horse shoe shaped
Egg shaped
Parabolic shaped
Circular shaped

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

52.5 cm
67.5 cm
82.5 cm
None of these

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

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

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Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

50 ppm
100 ppm
150 ppm
200 ppm

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Waste Water Engineering
The following is the physical characteristic of sewage

Colour
Turbidity
All listed here
Odour

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