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Waste Water Engineering

Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

90 cm
100 cm
50 cm
80 cm

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Waste Water Engineering
Rate of flow of sewage is generally assumed

At 150 litres per capita
Equal to the rate of water supply
Less than the rate of water supply
More than the rate of water supply

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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

0.25
0.05
0.5
0.1

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Nitric acid
Hydrochloric acid
Sulphuric acid
Citric acid

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Waste Water Engineering
The effluent of a septic tank is

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

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Waste Water Engineering
The laying of sewers is done with

Clinometer
Level
Theodolite
Magnetic compass

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