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Waste Water Engineering

Waste Water Engineering
The formula V = (1/n) r2/3

Manning’s formula
Kutter’s formula
Bazin’s formula
Chezy’s formula

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Waste Water Engineering
Kjeldahl nitrogen is a mixture of

All listed here
Nitrogen and organic nitrogen
Organic nitrogen and ammonia
Ammonia and nitrogen

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Sand and girt
Oil and grease
Floating materials
Large suspended organic solids

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 100
1 in 120
1 in 60
None of these

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

Aerobic bacteria
None of these
Anaerobic bacteria
Both types of bacterias

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

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