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Waste Water Engineering

Waste Water Engineering
The grit chambers of sewage treatment plants, are generally cleaned after

7 days
14 days
2 days
12 days

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Waste Water Engineering
The minimum diameter of a sewer is kept

25 cm
15 cm
20 cm
10 cm

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Less than 0.01 mm
Less than 0.1 mm
Greater than 0.1 mm
Less than 0.05 mm

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Under estimates of maximum and average flows
All of these
Unexpected increase in the population
Unexpected large scale infiltration of stream water

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.01
0.011
0.012
0.013

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Waste Water Engineering
The sewage is pumped up

From low lying areas
All listed here
From flat areas
From basements

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