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Water Supply Engineering problems


  • 1. The expected discharge to be obtained from an open well sunk in coarse sand is 0.0059 cumec. If the working depression head of the well is 3 m, the minimum diameter of the well, is

  • Options
  • A. 2 m
  • B. 2.25 m
  • C. 2.50 m
  • D. 2.75 m
  • E. 3.00 m.
  • Discuss
  • 2. Water supply includes

  • Options
  • A. collection, transportation and treatment of water
  • B. distribution of water to consumers
  • C. provision of hydrants for fire fighting
  • D. mains, sub-mains and branch lines of water supply
  • E. all the above.
  • Discuss
  • 3. The yield of a rapid gravity filter as compared to that of slow sand filter, is

  • Options
  • A. 10 times
  • B. 15 times
  • C. 20 times
  • D. 30 times
  • E. 35 times.
  • Discuss
  • 4. If pH value of water is

  • Options
  • A. 7 water it is said to be neutral
  • B. less than 7 it is said to be acidic
  • C. more than 7 it is said to be alkaline
  • D. all the above.
  • Discuss
  • 5. For determining the velocity of flow of underground water, the most commonly used non-empirical formula is

  • Options
  • A. Darcy's formula
  • B. Slichter's formula
  • C. Hazen's formula
  • D. Lacy's formula.
  • Discuss
  • 6. The maximum depth of sedimentation tanks is limited to

  • Options
  • A. 2 m
  • B. 3 m
  • C. 4 m
  • D. 5 m
  • E. 6 m.
  • Discuss
  • 7. According to IS : 1172-1963, a minimum of 135 litres of water capita per day, is required for

  • Options
  • A. Boarding schools
  • B. Nurses home and medical quarters
  • C. hostels
  • D. all the above.
  • Discuss
  • 8. A high velocity of wash water is required for

  • Options
  • A. rapid gravity filter with strainers
  • B. rapid gravity filter without strainers
  • C. slow sand filter with strainers
  • D. slow sand filter without strainers
  • E. none of these.
  • Discuss
  • 9. Aeration of water is done to remove

  • Options
  • A. odour
  • B. colour
  • C. bacterias
  • D. hardness
  • E. turbidity.
  • Discuss
  • 10. The maximum permissible nitrites in public water supplies, is

  • Options
  • A. Nil
  • B. 0.5 P.P.M.
  • C. 1.0. P.P.M.
  • D. 1.5 P.P.M.
  • E. 200 P.P.M.
  • Discuss

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