logo

CuriousTab

CuriousTab

Discussion


Home Civil Engineering Water Supply Engineering Comments

  • Question
  • While determining the yield of open wells by the pumping test


  • Options
  • A. velocity of recharging water, increases with depression head
  • B. depression head resulting at critical velocity, is called critical depression head
  • C. working head is generally limited to While determining the yield of open wells by the pumping test velocity of recharging water, increase rd of the critical depression head
  • D. maximum safe yield of an open well, is expected at critical depression head.

  • Correct Answer
  • maximum safe yield of an open well, is expected at critical depression head. 


  • Water Supply Engineering problems


    Search Results


    • 1. Percussion drilling is unsuitable in

    • Options
    • A. unconsolidated sand
    • B. unconsolidated gravel
    • C. quick sand
    • D. consolidated rocks.
    • Discuss
    • 2. During treatment of water, sedimentation is done

    • Options
    • A. before filtration
    • B. after filtration
    • C. simultaneously with filtration
    • D. along with chlorination.
    • Discuss
    • 3. Gravity conduits for carrying water from the source are

    • Options
    • A. canals
    • B. flumes
    • C. acqueducts
    • D. all the above.
    • Discuss
    • 4. Hardness of water is caused due to

    • Options
    • A. calcium sulphate
    • B. magnesium sulphate
    • C. calcium nitrates
    • D. calcium bicarbonates
    • E. all the above.
    • Discuss
    • 5. After cleaning a slow sand filter, the filtered water is not used for

    • Options
    • A. 6 hours to 12 hours
    • B. 12 hours to 18 hours
    • C. 18 hours to 24 hours
    • D. 24 hours to 36 hours
    • E. 48 hours.
    • Discuss
    • 6. The maximum hourly consumption, is generally taken as

    • Options
    • A. 110%
    • B. 120%
    • C. 130%
    • D. 140%
    • E. 150%.
    • Discuss
    • 7. A water channel supported above the ground over trestles, is generally called

    • Options
    • A. flume
    • B. canal
    • C. adueduct
    • D. tunnel
    • E. all the above.
    • Discuss
    • 8. If intensity of rainfall in cm per hour is I, percentage coefficient of run-off is P, area of catchment in square kilometres is A, the total run-off Q, is given by

    • Options
    • A. Q = 1.758 x 102 x API
    • B. Q = 2.758 x 102 x API
    • C. Q = 2.758 x 103 x API
    • D.
    • E.
    • Discuss
    • 9. The superimposed load transmitted to the pipe, is generally evaluated by Bousiness formula

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 10. If G is the specific gravity of particles of diameter d, the velocity of settlement V in still water at T°C, according to Stoke's law, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. none of these.
    • Discuss


    Comments

    There are no comments.

Enter a new Comment