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  • Question
  • 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

  • Correct Answer
  • 0.25 


  • Waste Water Engineering problems


    Search Results


    • 1. 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
    • 2. 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
    • 3. The minimum recommended diameter of sewers, is

    • Options
    • A. 5 cm
    • B. 10 cm
    • C. 15 cm
    • D. 20 cm.
    • Discuss
    • 4. 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
    • 5. 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
    • 6. 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
    • 7. Chlorination of water is done for the removal of

    • Options
    • A. bacterias
    • B. suspended solids
    • C. sediments
    • D. hardness.
    • Discuss
    • 8. 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
    • 9. The ratio of minimum hourly flow to the average flow of sewage is

    • Options
    • A. 1/4
    • B. 1/3
    • C. 1/2
    • D. 3/4
    • Discuss
    • 10. Dilution method of disposing off sewage, is not preferred to

    • Options
    • A. when sewage is fresh
    • B. when diluting water has high dissolved oxygen content
    • C. when diluting water is used for water supply near the point of sewage disposed
    • D. when the diluting water is having flow currents
    • E. none of these.
    • Discuss


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