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Waste Water Engineering

Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

10000
100
5000
1000

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

2 hours
30 minutes
1 hour
1 hour and 30 minutes

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Waste Water Engineering
The following is the physical characteristic of sewage

Turbidity
Odour
All listed here
Colour

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Waste Water Engineering
The rational formula for peak drainage discharge, was evolved by

Kuichling
All of these
Lloyd David
Fruhling

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Waste Water Engineering
For non-scouring velocity 5 m/sec, the type of sewers generally preferred to, is

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

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Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

2 metres/sec
0.25 metre/sec
1 metre/sec
0.5 metre/sec

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