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Waste Water Engineering

Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

None of these
1 in 100
1 in 60
1 in 120

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Waste Water Engineering
The sewage discharge in a detritus tank of a treatment plant is 576 litres/sec with flow velocity of 0.2 m/sec. If the ratio of width to depth is 2, the depth is

100 cm
120 cm
110 cm
150 cm

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Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

65 to 70%
75 to 80%
70 to 75%
0.85

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Waste Water Engineering
The sewerage system consists of

Lateral sewer
Branch sewer
House sewer
All of these

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Waste Water Engineering
In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is

5
15
20
10

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Waste Water Engineering
If q is the average sewage flow from a city of population P, the maximum sewage flow

Q = [(18 + P)/(4 + )] q
Q = [(4 + )/(18 + )] q
Q = [(5 + )/((15 + )] q
Q = [(18 + )/(4 + )] q

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