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Waste Water Engineering

Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

Oxidation
Sedimentation
All listed here
Screening

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Waste Water Engineering
During preliminary treatment of a sewage

Floating materials are removed by screening
Oil and grease are removed from skimming tanks
All listed here
Girt and sand are removed by girt chambers

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

1.065
1.095
1.085
1.075

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Waste Water Engineering
The amount of oxygen consumed by the aerobic bacterias which cause the aerobic biological decomposition of sewage, is known

Dissolved Oxygen (D.O.)
Chemical Oxygen Demand (C.O.D.)
None of these
Bio-Chemical Oxygen Demand (B.O.D.)

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Carbonaceous demand
First stage demand
All of these
Initial demand

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Waste Water Engineering
Sewer pipes need be checked for

Minimum flow
None of these
Both A and B
Maximum flow

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