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Waste Water Engineering
Comments
Question
The screens are fixed
Options
A. perpendicular to the direction of flow
B. parallel to the direction of flow
C. at an angle 30° to 60° to the direction of flow
D. none of these.
Correct Answer
at an angle 30° to 60° to the direction of flow
Waste Water Engineering problems
Search Results
1. The sewage is pumped up
Options
A. from low lying areas
B. from flat areas
C. from basements
D. across a high ridge
E. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
2. For the COD test of sewage, organic matter is oxidised by K
2
Cr
2
0
7
in the presence of
Options
A. H
2
SO
4
B. HNO
3
C. HCl
D. none of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: H
2
SO
4
3. A rain sanitary sewer is constructed to carry
Options
A. sanitary sewage
B. storm sewage
C. surface water
D. ground water
E. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: sanitary sewage
4. When drainage to sewage ratio is 20, the peak dry weather flow is
Options
A. 20% of the design discharge
B. slightly less than 5% of the design discharge
C. slightly more than 5% of the design discharge
D. none of these.
Show Answer
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Discuss
Correct Answer: slightly less than 5% of the design discharge
5. If
D
is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is
Options
A.
D
B. 1.25
D
C. 1.5
D
D. 1.75
D
E. 2
D
.
Show Answer
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Discuss
Correct Answer: 1.5
D
6. If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is
Options
A. 2 hours
B. 3 hours
C. 4 hours
D. 5 hours.
Show Answer
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Discuss
Correct Answer: 4 hours
7. The minimum recommended diameter of sewers, is
Options
A. 5 cm
B. 10 cm
C. 15 cm
D. 20 cm.
Show Answer
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Discuss
Correct Answer: 15 cm
8. Aerobic bacterias
Options
A. flourish in the presence of free oxygen
B. consume organic matter as their food
C. oxidise organic matter in sewage
D. All the above.
Show Answer
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Discuss
Correct Answer: All the above.
9. A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is
Options
A. 0.30 m/sec
B. 0.35 m/sec
C. 0.40 m/sec
D. 0.45 m/sec
E. 0.50 m/sec.
Show Answer
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Discuss
Correct Answer: 0.45 m/sec
10. In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept
Options
A. 10.0
B. 5.0
C. 2.0
D. 0.25
Show Answer
Scratch Pad
Discuss
Correct Answer: 0.25
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