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- Question
Clogging of sewers, is caused due to
Options- A. silting
- B. low discharge
- C. greasy and oily matters
- D. domestic wastes thrown in manholes
- E. all the above.
- Correct Answer
- all the above.
- 1. A rainfall may be classified as acidic if its pH value is less or equal to
Options- A. 6
- B. 7
- C. 5
- D. 6.5 Discuss
- 2. For treating the sewage of a large city, you will recommend
Options- A. a sedimentation tank and an activated sludge treatment plant
- B. a plant consisting of Imhoff tanks with low rate trickling filters
- C. sedimentation tanks with high rate trickling filters
- D. none of these. Discuss
- 3. Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to
Options- A. initial demand
- B. first stage demand
- C. carbonaceous demand
- D. all of these. Discuss
- 4. Pick up the in-correct statement from the following :
Options- A. Manholes are provided in sewer pipes at suitable intervals
- B. Catch basins are generally provided in sewers for carrying drainage discharge
- C. Inlets are generally provided in all sewers
- D. None of these. Discuss
- 5. The non-clog pump which permits solid matter to pass out with the liquid sewage, is
Options- A. centrifugal pump
- B. reciprocating pump
- C. pneumatic ejector
- D. none of these. Discuss
- 6. Pick up the correct statement from the following :
Options- A. In treated sewage, 4 PPm of D.O. is essential
- B. Only very fresh sewage contains some dissolved oxygen
- C. The solubility of oxygen in sewage is 95% that is in distilled water
- D. All the above. Discuss
- 7. Removal of oil and grease from sewage, is known
Options- A. screening
- B. skimming
- C. filtration
- D. none of these. Discuss
- 8. Self-cleansing velocity is
Options- A. velocity at dry weather flow
- B. velocity of water at flushing
- C. velocity at which no accumulation remains in the drains
- D. velocity of water in a pressure filter. Discuss
- 9. Flocculated particles do not change their
Options- A. size
- B. shape
- C. weight
- D. none of these. Discuss
- 10. If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is
Options- A. 1045 mm
- B. 1065 mm
- C. 1075 mm
- D. 1095 mm. Discuss
Waste Water Engineering problems
Search Results
Correct Answer: 5
Correct Answer: a sedimentation tank and an activated sludge treatment plant
Correct Answer: all of these.
Correct Answer: Inlets are generally provided in all sewers
Correct Answer: centrifugal pump
Correct Answer: All the above.
Correct Answer: skimming
Correct Answer: velocity at which no accumulation remains in the drains
Correct Answer: none of these.
Correct Answer: 1095 mm.
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