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

Mechanical Engineering :: Hydraulics and Fluid Mechanics

  1. The fluid forces considered in the Navier Stokes equation are

  2. A.

     Gravity, pressure and viscous

    B.

     Gravity, pressure and turbulent

    C.

     Pressure, viscous and turbulent

    D.

     Gravity, viscous and turbulent


  3. The tendency of a liquid surface to contract is due to the following property

  4. A.

     Cohesion

    B.

     Adhesion

    C.

     Viscosity

    D.

     Surface tension


  5. The pressure measured with the help of a Piezometer tube is in

  6. A.

     N/mm2

    B.

     N/m2

    C.

     Head of liquid

    D.

     All of these


  7. A tank of uniform cross-sectional area (A) containing liquid upto height (H1) has an orifice of cross-sectional area (a) at its bottom. The time required to empty the tank completely will be

  8. A.

     (2A√H₁)/(Cd × a√2g)

    B.

     (2AH₁)/(Cd × a√2g)

    C.

     (2AH₁3/2)/(Cd × a√2g)

    D.

     (2AH₁²)/(Cd × a√2g)


  9. According to equation of continuity,

  10. A.

     w1a1 = w2a2

    B.

     w1v1 = w2v2

    C.

     a1v1 = a2v2

    D.

     a1/v1 = a2/v2


  11. The vapour pressure over the concave surface is

  12. A.

     Less man the vapour pressure over the plane surface

    B.

     Equal to the vapour pressure over the plane surface

    C.

     Greater than the vapour pressure over the plane surface

    D.

     Zero


  13. The equation of continuity holds good when the flow

  14. A.

     Is steady

    B.

     Is one dimensional

    C.

     Velocity is uniform at all the cross sections

    D.

     All of the above


  15. Pitot tube is used for measurement of

  16. A.

     Pressure

    B.

     Flow

    C.

     Velocity

    D.

     Discharge


  17. According to Chezy's formula, the discharge through an open channel is (where A = Area of flow, C = Chezy's constant, m = Hydraulic mean depth, and i = Uniform slope in bed)

  18. A.

     A × √(m × i)

    B.

     C × √(m × i)

    C.

     AC × √(m × i)

    D.

     mi × √(A × C)


  19. Principle of similitude forms the basis of

  20. A.

     Comparing two identical equipments

    B.

     Designing models so that the result can be converted to prototypes

    C.

     Comparing similarity between design and actual equipment

    D.

     Hydraulic designs