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Waste Water Engineering

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

25°C
0°C
15°C
20°C

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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
Unexpected large scale infiltration of stream water
Unexpected increase in the population
All of these

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Waste Water Engineering
The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is

0.68 m
1.36 m
1.76 m
0.88 m

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Waste Water Engineering
The sewage treatment in septic tanks is due to

None of these
Aerobic decomposition
Parasitic decomposition
Anaerobic decomposition

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Waste Water Engineering
In sewers designed with self cleansing velocity,

Neither silting nor scouring occurs at the bottom
The bottom is scoured
Both silting and scouring occur at the bottom
The bottom is silted

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

0.01
0.012
0.011
0.013

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