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Waste Water Engineering
Comments
Question
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).
Correct Answer
concreting
Waste Water Engineering problems
Search Results
1. 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.
Show Answer
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Discuss
Correct Answer: > 1.5 m.
2. 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.
Show Answer
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Correct Answer: 160 cm
3. 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.
Show Answer
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Discuss
Correct Answer: none of these.
4. Pick up the correct statement from the following :
Options
A. the sewer pipes of sizes less than 0.4 m diameter are designed as running full at maximum discharge
B. the sewer pipes of sizes greater than 0.4 m diameter are designed as running 2/3rd or 3/4th full at maximum discharge
C. the minimum design velocity of sewer pipes is taken as 0.8 m/sec
D. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
5. The pressure exerted by
Options
A. the sewage when running full from inside, is called internal pressure
B. the internal pressure if any, causes tensile stress in the pipe material
C. pressure sewers are designed to be safe in tension
D. All the above.
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Correct Answer: All the above.
6. 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:
7. 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.
Show Answer
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Discuss
Correct Answer: combined system
8. The intensity of rain is expressed in
Options
A. cm/minute
B. cm/hour
C. cm/day
D. none of these.
Show Answer
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Discuss
Correct Answer: cm/hour
9. 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
10. 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.
Show Answer
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Discuss
Correct Answer: Manning's formula.
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