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Waste Water Engineering

Waste Water Engineering
Aerobic activity is maximum

At sewer pipes
In freshly produced sewage
None of these
In sewer treatment plants

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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

2.30 m
2.40 m
2.45 m
2.50 m

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Waste Water Engineering
Self-cleansing velocity is

Velocity of water in a pressure filter
Velocity at dry weather flow
Velocity at which no accumulation remains in the drains
Velocity of water at flushing

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

Slightly more than 5% of the design discharge
None of these
20% of the design discharge
Slightly less than 5% of the design discharge

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Waste Water Engineering
For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

Should be sunk by 20 cm
Need not be sunk
Should be sunk by 50 cm
Should be kept 20 cm above the adjacent portion

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Waste Water Engineering
Dry water flow in a combined sewer, is

Industrial sewage
Storm water
Inclusive of domestic and industrial sewage but excludes storm water
Domestic sewage

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