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  • Question
  • The initial difference between liquid levels of two identical cylindrical vessels having their area of cross-section A, is H. Flow time T from one vessel to another through an orifice having coefficient of discharge Cd and area a will be


  • Options
  • A. The initial difference between liquid levels of two identical cylindrical vessels having their area
  • B. The initial difference between liquid levels of two identical cylindrical vessels having their area
  • C. The initial difference between liquid levels of two identical cylindrical vessels having their area
  • D. The initial difference between liquid levels of two identical cylindrical vessels having their area

  • Correct Answer
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  • Hydraulics problems


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    • 1. The flow in open channel is laminar if the Reynold number is

    • Options
    • A. less than 500
    • B. more than 500
    • C. 1000
    • D. none of these.
    • Discuss
    • 2. In an inclined pipe, the pressure difference at its two ends is due to

    • Options
    • A. sudden head drop at inlet
    • B. exit head drop
    • C. frictional loss head
    • D. elevation head
    • E. all the above.
    • Discuss
    • 3. The centre of pressure of a vertical plane immersed in a liquid is at

    • Options
    • A. centre of higher edge
    • B. centre of lower edge
    • C. centroid of the area
    • D. none of these.
    • Discuss
    • 4. The pressure rise due to water hammer depends upon

    • Options
    • A. the velocity of flow of water in the pipe
    • B. the length of pipe
    • C. time taken to close the valve
    • D. the elasticity of the pipe material
    • E. All of above.
    • Discuss
    • 5. For a most economical rectangular channel, the width of the channel must be

    • Options
    • A. equal to depth of flow
    • B. twice the depth of flow
    • C. half the depth of flow
    • D. None of these.
    • Discuss
    • 6. The ratio of the hydraulic radius of a pipe running full to the hydraulic radius of a square section of a channel whose side is equal to the diameter of the pipe, is

    • Options
    • A. 1
    • B.
    • C.
    • D.
    • Discuss
    • 7. Most economical section of a circular channel for maximum velocity, is if,

    • Options
    • A. depth of water = 0.810 diameter
    • B. hydraulic mean depth = 0.304 diameter
    • C. wetted perimeter = 2.245 diameters
    • D. all the above.
    • Discuss
    • 8. If E1 and E2 are the specific energies at the start of back water curve and at the maximum rise of water respectively and ib and ie are the head slope and the energy line slope respectively, the length of back water (L) is given by

    • Options
    • A.
    • B.
    • C.
    • D. None of these.
    • Discuss
    • 9. The ratio of the percentage error in the discharge and percentage error in the measurement of head, over rectangular notch, is

    • Options
    • A. 1/2
    • B. 2/3
    • C. 3/2
    • D. 3/4
    • Discuss
    • 10. For the two dimensional flow, the stream function is given by ? = 2xy. The velocity at a point (3, 4) is

    • Options
    • A. 6 m/sec
    • B. 8 m/sec
    • C. 10 m/sec
    • D. 12 m/sec
    • E. 15 m/sec.
    • Discuss


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