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Waste Water Engineering

Waste Water Engineering
The laying of sewers is done with

Theodolite
Level
Clinometer
Magnetic compass

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

200 ppm
None of these
250 ppm
225 ppm

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Waste Water Engineering
The rational formula for peak drainage discharge, was evolved by

All of these
Lloyd David
Fruhling
Kuichling

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Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.15 cumec
0.10 cumec
0.20 cumec
0.12 cumec

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Waste Water Engineering
Rate of flow of sewage is generally assumed

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

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Waste Water Engineering
Sewer manholes are generally provided at

All of these
The change of direction
The change of gradient
The junctions of sewers

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