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Waste Water Engineering

Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Kutter
Manning
Chezy
Bazin

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Waste Water Engineering
R.M.O. expenses include

Running expenses
Maintenance expenses
Operation expenses
All of these

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

None of these
Aerobic bacteria
Anaerobic bacteria
Both types of bacterias

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Waste Water Engineering
If D is the diameter of a circular sewer and D’ is the top horizontal diameter of an equivalent egg shaped section, the relationship which holds good, is

D’ = 0.84 D
D’ = 0.74 D
D’ = 0.64 D
D’ = 0.94 D

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Waste Water Engineering
The suitable cross-section of sewers to carry combined flow, is

Horse shoe shaped
Rectangular
Circular
Egg shaped

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Waste Water Engineering
For the survival of fish in a river stream, the minimum dissolved oxygen is prescribed

5 ppm
4 ppm
3 ppm
10 ppm

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