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Waste Water Engineering

Waste Water Engineering
For house drainage minimum gradient is

1 in 400
1 in 10
1 in 80
1 in 60

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Waste Water Engineering
The pH value of fresh sewage is usually

Less than 7
Equal to 7
Equal to zero
More than 7

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Waste Water Engineering
Oxidation process results in the formation of

Sulphates
Carbon dioxide
Nitrates
All of these

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Waste Water Engineering
The settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock’s law, is

Vs = 218 (Gs – Gw)d² [(3T + 70)/100]
Vs = 418 (Gs – Gw) d [(3T + 70)/100]
Vs = 218 (Gs – Gw)d [(3T + 70)/100]
Vs = 418 (Gs – Gw)d² [(3T + 70)/100]

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Waste Water Engineering
With self cleansing velocity in sewers

Neither silting nor scouring occurs at bottom
Silting occurs at bottom
Scouring occurs at bottom
Both silting and scouring occur at bottom

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Manning’s formula
Chezy’s formula
Kutter’s formula
Bazin’s formula

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