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Waste Water Engineering

Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.30 m
2.45 m
2.50 m
2.40 m

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

First stage demand
Carbonaceous demand
Initial demand
All of these

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Waste Water Engineering
The grit chambers of sewage treatment plants, are generally cleaned after

2 days
14 days
7 days
12 days

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Waste Water Engineering
Kjeldahl nitrogen is a mixture of

All listed here
Ammonia and nitrogen
Organic nitrogen and ammonia
Nitrogen and organic nitrogen

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Waste Water Engineering
The rate of accumulation of sludge in septic tanks is recommended as

25 litres/person/month
25 litres/person/year
30 litres/person/month
30 litres/person/year

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Waste Water Engineering
For detecting the nitrites in the sewage, the matching colour may be developed by adding

Phenol-di -sulphuric acid potassium hydroxide
Sulphuric acid and napthamine
None of these
Potassium permanganate

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