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Waste Water Engineering
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Question
In sewers the highest non-scouring velocity is achieved in
Options
A. glazed bricks sewers
B. cast iron sewers
C. cement concrete sewers
D. stone ware sewers.
Correct Answer
glazed bricks sewers
Waste Water Engineering problems
Search Results
1. Pick up the correct statement from the following :
Options
A. The materials separated by screens, is called screenings
B. The screenings are disposed off either by burning or by burial or by dumping
C. The process of burning the screenings, is called incineration
D. The process of burning the screenings, is known as compositing
E. All the above.
Show Answer
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Correct Answer: All the above.
2. In case of Imhoff tanks,
Options
A. the shape is rectangular
B. detention period is 2 hours
C. the velocity of flow is restricted to 0.30 m/minute
D. surface loading is limited to 30, 000 litres/m of plan area per day
E. All the above.
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Correct Answer: All the above.
3. Sewer ventilating columns are generally placed at
Options
A. distances 150 m to 300 m
B. upper ends of branch sewers
C. every change in the size of sewers
D. all the above.
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Correct Answer: all the above.
4. The detention period for plain sedimentation water tanks, is usually
Options
A. 4 to 8 hours
B. 8 to 16 hours
C. 16 to 24 hours
D. 24 to 36 hours.
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Correct Answer: 4 to 8 hours
5. It is customary to design a sewer for D.W.F. on the basis of
Options
A. average demand
B. twice the average demand
C. thrice the average demand
D. four times the average demand.
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Correct Answer: thrice the average demand
6. The standard B.O.D. of water is taken for
Options
A. 1 day
B. 2 days
C. 3 days
D. 5 days
E. 10 days.
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Correct Answer: 5 days
7. The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is
Options
A. 1.095
B. 1.085
C. 1.075
D. 1.065
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Correct Answer: 1.095
8. The digested sludge from septic tanks, is removed after a maximum period of
Options
A. 3 years
B. 3.5 years
C. 4 years
D. 5 years.
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Correct Answer: 3 years
9. The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is
Options
A. 30 minutes
B. 1 hour
C. 1 hour and 30 minutes
D. 2 hours
E. 3 hours.
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Correct Answer: 2 hours
10. In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is
Options
A. 5
B. 10
C. 15
D. 20
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Correct Answer: 20
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