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Waste Water Engineering

Waste Water Engineering
The design period in years for pumping plants, is

1
5 to 10
3 to 5
2 to 3

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.15 D
1.75 D
1.5 D
1.25 D

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Waste Water Engineering
A safety lamp when inserted in the upper portion of a manhole causes flames. It indicates the presence of

Methane gas
Petrol vapours
Hydrogen sulphide gas
Carbondioxide gas

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Oil and grease
Floating materials
Large suspended organic solids
Sand and girt

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Waste Water Engineering
A rain sanitary sewer is constructed to carry

Ground water
Storm sewage
Surface water
Sanitary sewage

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Waste Water Engineering
The normal value of over flow rates for plain primary sedimentation tanks, ranges between

25,000 to 35,000 litres/sqm/day
80,000 to 100,000 litres/sqm/day
50,000 to 60,000 litres/sqm/day
40,000 to 50,000 litres/sqm/day

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