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Waste Water Engineering

Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 20
1 in 10
1 in 15
1 in 5

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Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.095
1.075
1.065
1.085

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Chezy
Bazin
Kutter
Manning

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Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

None of these
Rivers
Lakes
Seas

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Waste Water Engineering
In normal conditions, the period for sludge digestion, is

10 days
20 days
30 days
60 days

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Waste Water Engineering
Hume steel pipes are

Steel shell coated from inside with cement mortar
Both B and C
Steel shell coated from outside with cement mortar
Steel pipes

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