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Waste Water Engineering problems


  • 1. The normal values of over flow rates for secondary sedimentation tanks, ranges between

  • Options
  • A. 25, 000 to 35, 000 litres/sqm/day
  • B. 40, 000 to 50, 000 litres/sqm/day
  • C. 50, 000 to 60, 000 litres/sqm/day
  • D. 80, 000 to 10, 000 litres/sqm/day
  • E. none of these.
  • Discuss
  • 2. If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

  • Options
  • A. 50 ppm
  • B. 100 ppm
  • C. 150 ppm
  • D. 200 ppm
  • E. 250 ppm.
  • Discuss
  • 3. The following is the physical characteristic of sewage

  • Options
  • A. turbidity
  • B. colour
  • C. odour
  • D. temperature
  • E. all the above.
  • Discuss
  • 4. Pick up the correct statement from the following :

  • Options
  • A. Maximum daily flow = 2 times the average daily flow
  • B. Maximum daily flow = x average daily flow
  • C. Sewers are designed for minimum permissible velocity at minimum flow
  • D. All the above.
  • Discuss
  • 5. The underground sewers are more subjected to

  • Options
  • A. tensile force
  • B. compressive force
  • C. bending force
  • D. shearing force.
  • Discuss
  • 6. Pick up the correct statement from the following :

  • Options
  • A. Hydrogen sulphide gas in excess, may cause corrosion of concrete sewers
  • B. 4 ppm of Dissolved Oxygen (D.O.) is ensured before discharging the treated sewage in river
  • C. Solubility of oxygen in sewage is 95% of that of distilled water
  • D. Dissolved oxygen content of sewage, may be determined by Winkler's method
  • E. All the above.
  • Discuss
  • 7. The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

  • Options
  • A. 1 in 5
  • B. 1 in 10
  • C. 1 in 15
  • D. 1 in 20
  • E. 1 in 25
  • Discuss
  • 8. For drainage pipes in buildings the test applied before putting them to use, is

  • Options
  • A. water test
  • B. smoke test
  • C. straightness test
  • D. all the above.
  • Discuss
  • 9. In normal conditions, the period for sludge digestion, is

  • Options
  • A. 10 days
  • B. 20 days
  • C. 30 days
  • D. 60 days
  • E. 90 days.
  • Discuss
  • 10. The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

  • Options
  • A. 1.5
  • B. 2.0
  • C. 3.0
  • D. 4.0
  • Discuss

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