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Waste Water Engineering
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Question
In areas where light rains are uniformly distributed throughout the year, the type of sewerage system to be adopted is
Options
A. separate system
B. combined system
C. partially combined system
D. none of these.
Correct Answer
combined system
Waste Water Engineering problems
Search Results
1. The settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock's law, is
Options
A.
B.
C.
D.
Show Answer
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Discuss
Correct Answer:
2. The grit and silt of the grit chambers, may not be used for
Options
A. raising low lying areas by dumping
B. concreting
C. both (a) and (b)
D. neither (a) nor (b).
Show Answer
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Correct Answer: concreting
3. The spacing of man holes along a straight portion of a sewer is 300 m, the diameter of the sewer may be
Options
A. 0.9 cm
B. 1.2 m
C. 1.5 m
D. > 1.5 m.
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Correct Answer: > 1.5 m.
4. 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
Options
A. 100 cm
B. 120 cm
C. 140 cm
D. 160 cm
E. 180 cm.
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Correct Answer: 160 cm
5. Pick up the incorrect size of stone ware sewers
Options
A. 52.5 cm
B. 67.5 cm
C. 82.5 cm
D. 90 cm
E. none of these.
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Correct Answer: none of these.
6. The intensity of rain is expressed in
Options
A. cm/minute
B. cm/hour
C. cm/day
D. none of these.
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Correct Answer: cm/hour
7. The rate of accumulation of sludge per person per year, is
Options
A. 10 litres
B. 15 litres
C. 20 litres
D. 25 litres
E. 30 litres.
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Correct Answer: 20 litres
8. The formula
used for determining flow velocities in sewers, is known as
Options
A. Chezy's formula
B. Bazin's formula
C. Kutter's formula
D. Manning's formula.
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Correct Answer: Manning's formula.
9. The most efficient cross section of sewers in a separate sewerage system is
Options
A. parabolic
B. circular
C. rectangular
D. new egged.
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Correct Answer: circular
10. If a 2% solution of sewage sample is incubated for 5 days at 20°C and the dissolved oxygen depletion was found to be 8 mg/l. The BOD of the sewage is
Options
A. 100 mg/l
B. 200 mg/l
C. 300 mg/l
D. 400 mg/l.
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Correct Answer: 400 mg/l.
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