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  • Question
  • The design period in years for pumping plants, is


  • Options
  • A. 1
  • B. 2 to 3
  • C. 3 to 5
  • D. 5 to 10

  • Correct Answer
  • 5 to 10 


  • Waste Water Engineering problems


    Search Results


    • 1. The water carried sewerage system removes

    • Options
    • A. domestic sewage
    • B. industrial sewage
    • C. storm sewage
    • D. all the above.
    • Discuss
    • 2. Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

    • Options
    • A. unexpected large scale infiltration of stream water
    • B. unexpected increase in the population
    • C. under estimates of maximum and average flows
    • D. All of the above.
    • Discuss
    • 3. The spacing of bars of perforations of fine screens used for the treatment of sewage, is

    • Options
    • A. 2 to 3 mm
    • B. 3 to 5 mm
    • C. 5 to 8 mm
    • D. 8 to 10 mm.
    • Discuss
    • 4. The self-cleansing velocity of water flowing through pipe lines, is

    • Options
    • A. 2 metres/sec
    • B. 1 metre/sec
    • C. 0.5 metre/sec
    • D. 0.25 metre/sec.
    • Discuss
    • 5. The sludge does not contain waste water from

    • Options
    • A. bath rooms
    • B. wash basins
    • C. kitchen sinks
    • D. toilets.
    • Discuss
    • 6. The Chezy's constant C in the formula V = C rs depends upon

    • Options
    • A. size of the sewer
    • B. shape of the sewer
    • C. roughness of sewer surface
    • D. hydraulic characteristics of sewer
    • E. all the above.
    • Discuss
    • 7. Water content of sewage is about

    • Options
    • A. 90%
    • B. 95%
    • C. 99%
    • D. 9.9%.
    • Discuss
    • 8. For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

    • Options
    • A. 1.5
    • B. 2.0
    • C. 2.5
    • D. 3.0
    • E. 3.5
    • Discuss
    • 9. Afive day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

    • Options
    • A. 100
    • B. 1000
    • C. 5000
    • D. 10000
    • Discuss
    • 10. If the peak discharge of a storm water drain (S.W. Drain) is e.xpected to exceed 150 cumecs, the free board to be provided, is

    • Options
    • A. 100 cm
    • B. 90 cm
    • C. 80 cm
    • D. 50 cm.
    • Discuss


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