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Waste Water Engineering problems


  • 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.
  • Discuss
  • 2. 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.
  • Discuss
  • 3. 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.
  • Discuss
  • 4. The minimum recommended diameter of sewers, is

  • Options
  • A. 5 cm
  • B. 10 cm
  • C. 15 cm
  • D. 20 cm.
  • Discuss
  • 5. 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.
  • Discuss
  • 6. 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.
  • Discuss
  • 7. 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
  • Discuss
  • 8. The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is

  • Options
  • A. 0.68 m
  • B. 0.88 m
  • C. 1.36 m
  • D. 1.76 m.
  • Discuss
  • 9. Chlorination of water is done for the removal of

  • Options
  • A. bacterias
  • B. suspended solids
  • C. sediments
  • D. hardness.
  • Discuss
  • 10. The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss

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