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Waste Water Engineering

Waste Water Engineering
For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by

Kinchling
Frubling
All listed here
Lloyd Davis

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Waste Water Engineering
Sewer pipes need be checked for

Minimum flow
Maximum flow
None of these
Both A and B

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Waste Water Engineering
The gas evolved in sewers is

Hydrogen sulphide
Methane
Carbondioxide
All of these

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Waste Water Engineering
Rate of flow of sewage is generally assumed

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

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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

Hydrochloric acid
Nitric acid
Citric acid
Sulphuric acid

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Neither A. nor B.
Lined with stones
Both A. and B.
With beds of rocks and gravels

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