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Waste Water Engineering

Waste Water Engineering
An inverted siphon is designed generally for

One pipe
Three pipes
Four pipes
Two pipes

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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

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

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Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2.5
2
3

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Waste Water Engineering
The sewer which received discharge from two or more main sewers, is known as

A trunk sewer
An outfall sewer
A main sewer
An intercepting sewer

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Waste Water Engineering
The liquid wastes from kitchens, bath rooms and wash basins, is not called

Sullage
None of these
Liquid waste
Sewage

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Waste Water Engineering
The presence of free ammonia in sewage, is detected by

Boiling
Phenol-di-sulphuric acid
Adding sulphuric acid
Adding potassium permanganate

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