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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.085
1.065
1.095
1.075

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Waste Water Engineering
In a fully mechanised composting plant, involves

Mechanized receipt
All of these
Mechanized pulverising of refuse
Mechanized segregation

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Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

0.85
75 to 80%
65 to 70%
70 to 75%

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Waste Water Engineering
With self cleansing velocity in sewers

Both silting and scouring occur at bottom
Neither silting nor scouring occurs at bottom
Scouring occurs at bottom
Silting occurs at bottom

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Waste Water Engineering
If q is the average sewage flow from a city of population P, the maximum sewage flow

Q = [(18 + P)/(4 + )] q
Q = [(18 + )/(4 + )] q
Q = [(4 + )/(18 + )] q
Q = [(5 + )/((15 + )] q

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Waste Water Engineering
The settlement of a particle in sedimentation tank, is affected by

All listed here
Velocity of flow
Size and shape of solid
Viscosity of water

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