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Waste Water Engineering problems


  • 1. 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.
  • Discuss
  • 2. 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
  • Discuss
  • 3. The effluent of a septic tank is

  • Options
  • A. fit for discharge into any open drain
  • B. foul and contains dissolved and suspended solids
  • C. as good as that from a complete treatment
  • D. none of these.
  • Discuss
  • 4. Pick up the correct statement from the following :

  • Options
  • A. The larger the sewer in size, more will be velocity
  • B. The smaller the sewer in size, less will be velocity
  • C. The larger the sewer in size, no deposition will take place
  • D. The larger the sewer in size, deposition will take place.
  • Discuss
  • 5. The presence of free ammonia in sewage, is detected by

  • Options
  • A. boiling
  • B. adding pottassium permanganate
  • C. adding sulphuric acid
  • D. phenol-di-sulphuric acid.
  • Discuss
  • 6. The clarigesters are

  • Options
  • A. circular septic tanks
  • B. rectangular septic tanks
  • C. circular Imhoff double tanks with bottom hoppers
  • D. circular Imhoff double storey tanks without bottom hoppers.
  • Discuss
  • 7. During preliminary treatment of a sewage

  • Options
  • A. Oil and grease are removed from skimming tanks
  • B. Floating materials are removed by screening
  • C. Girt and sand are removed by girt chambers
  • D. All the above.
  • Discuss
  • 8. A drop manhole is provided if

  • Options
  • A. a sewer drops from a height
  • B. a branch sewer joins the main sewer at higher level
  • C. a lamp is inserted to check obstruction
  • D. none of these.
  • Discuss
  • 9. Nitrogen cycle of sewage, is

  • Options
  • A. Liberation of ammonia-formation of nitrites-formation of nitrates-liberation of nitrogen
  • B. Liberation of nitrogen-liberation of ammonia-formation of nitrites- formation of nitrates
  • C. Liberation of nitrogen-formation of nitrates-formation of nitrites-liberation of ammonia
  • D. Formation of nitrates-formation of nitrites-liberation of nitrates-liberation of nitrates
  • E. None of these.
  • Discuss
  • 10. The drainage area of a town is 12 hectares. Its 40% area is hard pavement (K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Civil Engineering Waste Water Engineering: The drainage area of a town is 12 hectares. Its 40% area is hard pavement (K = 0.85), the 40% the maximum run off is

  • Options
  • A. 0.10 cumec
  • B. 0.12 cumec
  • C. 0.15 cumec
  • D. 0.20 cumec.
  • Discuss

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