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Waste Water Engineering problems
1. The spacing of bars of perforations of fine screens used for the treatment of sewage, is
Options
A. 2 to 3 mm
B. 3 to 5 mm
C. 5 to 8 mm
D. 8 to 10 mm.
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Correct Answer: 2 to 3 mm
2. Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for
Options
A. unexpected large scale infiltration of stream water
B. unexpected increase in the population
C. under estimates of maximum and average flows
D. All of the above.
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Correct Answer: All of the above.
3. The water carried sewerage system removes
Options
A. domestic sewage
B. industrial sewage
C. storm sewage
D. all the above.
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Correct Answer: all the above.
4. The design period in years for pumping plants, is
Options
A. 1
B. 2 to 3
C. 3 to 5
D. 5 to 10
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Correct Answer: 5 to 10
5. The Chezy's constant
C
in the formula
V
=
C
rs
depends upon
Options
A. size of the sewer
B. shape of the sewer
C. roughness of sewer surface
D. hydraulic characteristics of sewer
E. all the above.
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Correct Answer: all the above.
6. Water content of sewage is about
Options
A. 90%
B. 95%
C. 99%
D. 9.9%.
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Correct Answer: 9.9%.
7. For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed
Options
A. 1.5
B. 2.0
C. 2.5
D. 3.0
E. 3.5
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Correct Answer: 1.5
8. Afive day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is
Options
A. 100
B. 1000
C. 5000
D. 10000
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Correct Answer: 10000
9. If the peak discharge of a storm water drain (S.W. Drain) is e.xpected to exceed 150 cumecs, the free board to be provided, is
Options
A. 100 cm
B. 90 cm
C. 80 cm
D. 50 cm.
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Correct Answer: 100 cm
10. For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is
Options
A. 16 m
B. 20 m
C. 24 m
D. 30 m.
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Correct Answer: 24 m
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