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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.065
1.095
1.085
1.075

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Waste Water Engineering
For a continuous flow type of sedimentation tanks

Width of the tank is normally kept about 6 m
Length of the tank is normally kept 4 to 5 times the width
Maximum horizontal flow velocity is limited to 0.3 m/minute
All listed here

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Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

0.5 to 1.0 kg
5 kg to 7.5 kg
7.5 kg to 10 kg
1 kg to 2.0 kg

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Waste Water Engineering
Pick up the incorrect size of stone ware sewers

52.5 cm
82.5 cm
None of these
67.5 cm

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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

0.05
0.5
0.1
0.25

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Waste Water Engineering
The asbestos cement sewers are

All of these
Light in weight
Not structurally strong to bear large compressive stress
Susceptible to corrosion by sulphuric acid

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