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Waste Water Engineering

Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

2.5
1.5
2
3

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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
150 cm
110 cm
100 cm

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Waste Water Engineering
The effluent of a septic tank is

None of these
As good as that from a complete treatment
Fit for discharge into any open drain
Foul and contains dissolved and suspended solids

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Waste Water Engineering
The sewer which collects the discharge from a collecting system and delivers it to a treatment plant, is known

Lateral sewer
Sewer outfall
House sewer
Branch sewer

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

4 hours
5 hours
2 hours
3 hours

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Waste Water Engineering
Oxidation process results in the formation of

Sulphates
All of these
Carbon dioxide
Nitrates

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