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  • Question
  • The recommended detention period for grit chambers is


  • Options
  • A. 1 minute
  • B. 2 minutes
  • C. 3 minutes
  • D. 5 minutes.

  • Correct Answer
  • 1 minute 


  • Waste Water Engineering problems


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    • 1. 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 the maximum run off is

    • Options
    • A. 0.10 cumec
    • B. 0.12 cumec
    • C. 0.15 cumec
    • D. 0.20 cumec.
    • Discuss
    • 2. 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
    • 3. 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
    • 4. 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
    • 5. 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
    • 6. The most dangerous pollutant in vehicular emissions is

    • Options
    • A. CO
    • B. SO2
    • C. CO2
    • D. O3.
    • Discuss
    • 7. The gradient of sewers depends upon

    • Options
    • A. velocity of flow
    • B. diameter of the sewer
    • C. discharge
    • D. all the above.
    • Discuss
    • 8. For design purposes, the normal rate of infiltration of ground water into the sewer, is

    • Options
    • A. 500 litres/km/cm
    • B. 1000 litres/km/cm
    • C. 1500 litres/km/cm
    • D. 2000 litres/km/cm
    • E. 2500 litres/km/cm.
    • Discuss
    • 9. Pick up the incorrect statement from the following :

    • Options
    • A. Septic tanks are horizontal continuous flow type of sedimentation tanks
    • B. Septic tanks are generally provided a detention period of 12 to 36 hours
    • C. Septic tanks are completely covered and high vent shafts are provided for the escape of foul gases
    • D. Septic tanks are generally classified as tanks which work on the principle of anaerobic decomposition
    • E. None of these.
    • Discuss
    • 10. For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

    • Options
    • A. should be sunk by 20 cm
    • B. should be kept 20 cm above the adjacent portion
    • C. should be sunk by 50 cm
    • D. need not be sunk.
    • Discuss


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