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Waste Water Engineering

Waste Water Engineering
The underground sewers are more subjected to

Tensile force
Shearing force
Compressive force
Bending force

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Waste Water Engineering
Setting out the alignments of sewers may start from

Out-fall
Any point
City
Tail end

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

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

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Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

CO₂
O₂
CO₂
SO₂

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Waste Water Engineering
Design period of 40 to 50 years is adopted for

All listed here
Branch sewers
Main sewers
Trunk sewers

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

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

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