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Waste Water Engineering

Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Sanitary sewage
Industrial waste
Storm sewage
None of these

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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
Slightly less than 5% of the design discharge
20% of the design discharge

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Waste Water Engineering
‘Cowl’ is provided at

Lower end of ventilating column
First step in manhole
Upper end of the manhole
Upper end of ventilating column

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Waste Water Engineering
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided

15 cm c/c
30 cm c/c
22.5 cm c/c
50 cm c/c

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Waste Water Engineering
3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is

200 mg/l
300 mg/l
400 mg/l
100 mg/l

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Partially separate system
Combined system
None of these
Separate system

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