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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
1000
100
5000

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Waste Water Engineering
In very first stage of decomposition of the organic matter in sewage

Nitrites are formed
Nitrates are formed
Ammonia is formed
Carbondioxide is formed

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Waste Water Engineering
Ventilating shafts are provided to a sewer line at every

150 m
200 m
300 m
100 m

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Waste Water Engineering
The presence of free ammonia in sewage, is detected by

Phenol-di-sulphuric acid
Boiling
Adding potassium permanganate
Adding sulphuric acid

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Waste Water Engineering
A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is

0.35 m/sec
0.45 m/sec
0.30 m/sec
0.40 m/sec

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.05556 cumec
0.05554 cumec
0.0556 cumec
0.05552 cumec

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