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Waste Water Engineering

Waste Water Engineering
The following is the physical characteristic of sewage

Odour
Colour
All listed here
Turbidity

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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

2.40 m
2.30 m
2.50 m
2.45 m

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Neither A. nor B.
Both A. and B.
With beds of rocks and gravels
Lined with stones

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/4
D/2
D/1
D/3

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Sulphuric acid
Nitric acid
Citric acid
Hydrochloric acid

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

30 to 40%
60 to 80%
80 to 90%
40 to 60%

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