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

25°C
20°C
15°C
0°C

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Unexpected increase in the population
Unexpected large scale infiltration of stream water
All of these
Under estimates of maximum and average flows

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Waste Water Engineering
During preliminary treatment of a sewage

Floating materials are removed by screening
Oil and grease are removed from skimming tanks
All listed here
Girt and sand are removed by girt chambers

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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 over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

4 hours
3 hours
5 hours
2 hours

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