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Civil Engineering :: Hydraulics

  1.  

    The centre of pressure of a vertical plane immersed in a liquid is at

  2. A.

    centre of higher edge

    B.

    centre of lower edge

    C.

    centroid of the area

    D.

    none of these.


  3. 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

  4. A.

    1

    B.

    \(\frac { 1 } { 2 } \)

    C.

    \(\frac { 1 } { 3 } \)

    D.

    \(\frac { 3 } { 4 } \)


  5. A body of dimensions 1.5 m x 1.0 m x 2 m weighs 3000 kg in water. Its specific gravity is

  6. A.

    0.8

    B.

    0.9

    C.

    1.0

    D.

    1.1


  7. An orifice is called a large orifice if water head, is

  8. A.

    twice the diameter of the orifice

    B.

    thrice the diameter of the orifice

    C.

    four times the diameter of the orifice

    D.

    five times the diameter of the orifice


  9. When a liquid rotates at constant angular velocity about a vertical axis of a rigid body, the pressure

  10. A.

    increases linearly to its radial distance

    B.

    varies inversely as the altitude along any vertical line

    C.
    varies as the square of the radial distance
    D.
    decreases as the square of the radial distance
    E.

    none of these.


  11. For the two dimensional flow, the stream function is given by ψ = 2xy. The velocity at a point (3, 4) is

  12. A.
    6 m/sec
    B.

    8 m/sec

    C.

    10 m/sec

    D.

    12 m/sec

    E.

    15 m/sec.


  13. A floating body attains stable equilibrium if its metacentre is

  14. A.
    at the centroid
    B.
    above the centroid
    C.
    below the centroid
    D.
    anywhere.

  15.  

    The unit of the viscosity is

  16. A.

    kg sec/m2

    B.

    Newton sec per m2

    C.

    Newton-sec2/m3

    D.

    m2 per sec.