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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
140 cm
120 cm
160 cm

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Waste Water Engineering
R.M.O. expenses include

Operation expenses
All of these
Maintenance expenses
Running expenses

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

2
2.5
3
1.5

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Waste Water Engineering
The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

William-Hazen
Bazin
Kutter
Crimp and Bruges

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Waste Water Engineering
The sewer which collects the discharge from a collecting system and delivers it to a treatment plant, is known

Lateral sewer
Branch sewer
Sewer outfall
House sewer

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Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

200 ppm
150 ppm
50 ppm
100 ppm

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