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Waste Water Engineering

Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

Over flow rate
Surface loading
All of these
Over flow velocity

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

1500 litres/km/cm
500 litres/km/cm
1000 litres/km/cm
2000 litres/km/cm

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 3H3p/2 Z5
pt = 2H3p/3 Z5
pt = 3H3p/2 Z5
pt = 2H3p/3 Z5

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Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

100
10000
5000
1000

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Waste Water Engineering
In sewers the gas generally found, is

Methane (CH4)
All listed here
Carbon dioxide (CO2)
Hydrogen sulphide (H2S)

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Waste Water Engineering
The water carried sewerage system removes

Domestic sewage
All listed here
Storm sewage
Industrial sewage

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