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Waste Water Engineering

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

Both types of bacterias
None of these
Anaerobic bacteria
Aerobic bacteria

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Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.15 cumec
0.12 cumec
0.20 cumec
0.10 cumec

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Waste Water Engineering
The sewer pipe which carries sewage from a building for immediate disposal is

Lateral sewer
House sewer
Intercepting sewer
Main sewer

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Waste Water Engineering
A rain sanitary sewer is constructed to carry

Surface water
Storm sewage
Ground water
Sanitary sewage

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Waste Water Engineering
Sewer manholes are generally provided at

All of these
The change of gradient
The change of direction
The junctions of sewers

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Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Rectangular
Parabolic
New egged
Circular

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