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Waste Water Engineering

Waste Water Engineering
Sewer pipes need be checked for

None of these
Both A and B
Minimum flow
Maximum flow

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Waste Water Engineering
In a trickling filter

Both A and B
Neither A nor B
Biological action is used
Filtration process is used

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Waste Water Engineering
The formula V = (1/n) r2/3

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

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Waste Water Engineering
The sewer that unloads the sewage at the point of treatment is called

House sewer
Main sewer
Outfall sewer
Branch sewer

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Waste Water Engineering
In detritus tanks,

Flow velocity is kept 0.09 m/sec
All listed here
Organic and inorganic materials are separated
Detention period is kept 3 to 4 minutes

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Waste Water Engineering
The moisture content of sludge is reduced from 90% to 80% in a sludge digestion tank. The percentage decrease in the volume of sludge, is

0.5
0.05
0.25
0.1

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