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Water Supply Engineering problems


  • 1. Q is the discharge from an unconfined tube well with depression head S through a pipe of radius rw. If the radius of influence is R, the minimum required length of the strainer, is

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 2. Demand for public uses in a city, does not include water required for

  • Options
  • A. watering of public parks
  • B. watering of public gardens
  • C. sprickling on roads
  • D. drinking purposes.
  • Discuss
  • 3. 'Shrouding' is essentially provided in

  • Options
  • A. strainer type wells
  • B. cavity type wells
  • C. slotted type well
  • D. all the above.
  • Discuss
  • 4. The coefficient of permeability of soils, is generally expressed in

  • Options
  • A. cm/sec
  • B. cm/minute
  • C. cm2/sec
  • D. cm2/minute.
  • Discuss
  • 5. Normal values of overflow rate for plain sedimentation tanks in litres/hr/m2, generally range between

  • Options
  • A. 100 to 250
  • B. 250 to 500
  • C. 500 to 750
  • D. 750 to 1000
  • Discuss
  • 6. Standard unit of turbidity of water is in one litre of distilled water, one milligram of finely divided

  • Options
  • A. silica
  • B. mud
  • C. clay
  • D. organic matter.
  • Discuss
  • 7. Slow sand filter is used if maximum turbidity of raw water is less than

  • Options
  • A. 10 gm/litre
  • B. 20 gm/litre
  • C. 30 gm/litre
  • D. 40 gm/litre
  • E. 50 gm/litre.
  • Discuss
  • 8. The temporary hardness of water can be removed by

  • Options
  • A. boiling
  • B. adding lime
  • C. adding alum
  • D. filtration
  • E. sedimentation.
  • Discuss
  • 9. Water losses in water supply, is assumed as

  • Options
  • A. 5%
  • B. 7.5%
  • C. 10%
  • D. 22.5%
  • E. 15%.
  • Discuss
  • 10. A centrifugal pump is required to be primed before starting if it is located

  • Options
  • A. at higher level than water level of reservoir
  • B. at lower level than water level of reservoir
  • C. both (a) and (b)
  • D. neither (a) nor (b).
  • Discuss

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