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Waste Water Engineering

Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

100 cm
160 cm
140 cm
120 cm

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Waste Water Engineering
The laying of sewers is done with

Magnetic compass
Clinometer
Level
Theodolite

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Waste Water Engineering
3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is

100 mg/l
200 mg/l
400 mg/l
300 mg/l

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Waste Water Engineering
The pH value of fresh sewage is usually

More than 7
Less than 7
Equal to 7
Equal to zero

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Ordinary manhole cannot be built
Two sewer lines intersect
Sewer line runs along a main road
Invert level of a branch sewer is more than 60 cm that of the main sewer

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

Large scale infiltration of storm water
All listed here
Unexpected increase in population
Low estimates of the average and maximum flows

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