Home / Mechanical Engineering / Hydraulics and Fluid Mechanics :: section-5

Mechanical Engineering :: Hydraulics and Fluid Mechanics

  1. A hydraulic intensifier normally consists of

  2. A.

     Two cylinders, two rams and a storage device

    B.

     A cylinder and a ram

    C.

     Two coaxial rams and two cylinders

    D.

     A cylinder, a piston, storage tank and control valve


  3. Center of pressure compared to e.g. is

  4. A.

     Above it

    B.

     Below it

    C.

     At same point

    D.

     Above or below depending on area of body


  5. In order that flow takes place between two points in a pipeline, the differential pressure between these points must be more than

  6. A.

     Frictional force

    B.

     Viscosity

    C.

     Surface friction

    D.

     All of the above


  7. The total energy line lies over the centre line of the pipe by an amount equal to

  8. A.

     Pressure head

    B.

     Velocity head

    C.

     Pressure head + velocity head

    D.

     Pressure head - velocity head


  9. The specific speed of a turbine is given by the equation

  10. A.

     N√P / H3/2

    B.

     N√P / H²

    C.

     N√P / H5/4

    D.

     N√P / H3


  11. An open tank containing liquid is made to move from rest with a uniform acceleration. The angle 0 which the free surface of liquid makes with the horizontal is such that (where a = Horizontal acceleration of the tank, and g = Acceleration due to gravity)

  12. A.

     tanθ = a/g

    B.

     tanθ = 2 a/g

    C.

     tanθ = a/2g

    D.

     tanθ = a2/2g


  13. The resultant upward pressure of a fluid on a floating body is equal to the weight of the fluid displaced by the body. This definition is according to

  14. A.

     Buoyancy

    B.

     Equilibrium of a floating body

    C.

     Archimedes' principle

    D.

     Bernoulli's theorem


  15. The discharge through a channel of trapezoidal section is maximum when

  16. A.

     Width of channel at the top is equal to twice the width at the bottom

    B.

     Depth of channel is equal to the width at the bottom

    C.

     The sloping side is equal to half the width at the top

    D.

     The sloping side is equal to the width at the bottom


  17. Coefficient of contraction is the ratio of

  18. A.

     Actual velocity of jet at vena contracta to the theoretical velocity

    B.

     Loss of head in the orifice to the head of water available at the exit of the orifice

    C.

     Loss of head in the orifice to the head of water available at the exit of the orifice

    D.

     Area of jet at vena-contracta to the area of orifice


  19. The most efficient section of a channel is

  20. A.

     Triangular

    B.

     Rectangular

    C.

     Square

    D.

     Trapezoidal