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Waste Water Engineering

Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

All listed here
Screening
Oxidation
Sedimentation

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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

2.50 m
2.40 m
2.45 m
2.30 m

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Waste Water Engineering
If the depletion of oxygen is found to be 2.5 mg/litre after incubating 2.5 ml of sewage diluted to 250 ml for 5 days at 20°C, B.O.D. of the sewage is

100 mg/l
50 mg/l
250 mg/l
150 mg/l

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Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

100 cm
50 cm
80 cm
90 cm

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Waste Water Engineering
Dry weather flow is:

Average monthly rate of flow
Average daily rate of flow
Water supply allowance per capita
Average annual rate of flow

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

3 m
4 m
4.5 m
3.5 m

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