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Waste Water Engineering

Waste Water Engineering
In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is

20
15
10
5

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Waste Water Engineering
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

40 mm
50 mm
20 mm
30 mm

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Waste Water Engineering
5 days-biochemical oxygen demand (BOD5) is taken at a temperature of

15°C
0°C
20°C
25°C

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Waste Water Engineering
Chlorination of water is done for the removal of

Suspended solids
Bacterias
Hardness
Sediments

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Waste Water Engineering
In detritus tanks,

Detention period is kept 3 to 4 minutes
All listed here
Flow velocity is kept 0.09 m/sec
Organic and inorganic materials are separated

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Waste Water Engineering
In case of Imhoff tanks,

Detention period is 2 hours
All of these
The shape is rectangular
The velocity of flow is restricted to 0.30 m/minute

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