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Waste Water Engineering

Waste Water Engineering
Design period of 40 to 50 years is adopted for

Trunk sewers
All listed here
Branch sewers
Main sewers

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Waste Water Engineering
The flow velocity in detritus tanks is

0.05 m/sec
None of these
0.09 m/sec
1.25 m/sec

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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

120 cm
100 cm
150 cm
110 cm

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Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

SO₂
CO₂
O₂
CO₂

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

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

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Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

120 cm
140 cm
160 cm
100 cm

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