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Waste Water Engineering

Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

8 to 10 mm
5 to 8 mm
2 to 3 mm
3 to 5 mm

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Waste Water Engineering
A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is

0.40 m/sec
0.35 m/sec
0.45 m/sec
0.30 m/sec

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Waste Water Engineering
In normal conditions, the period for sludge digestion, is

20 days
30 days
60 days
10 days

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Waste Water Engineering
Are available in size Stoneware sewers

20 cm
15 cm
All of these
10 cm

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/2
D/3
D/1
D/4

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Waste Water Engineering
5 days-biochemical oxygen demand (BOD5) is taken at a temperature of

15°C
25°C
20°C
0°C

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