Fluid Mechanics and Hydraulic Machinery Miscellaneous


Fluid Mechanics and Hydraulic Machinery Miscellaneous

Fluid Mechanics and Hydraulic Machinery

  1. The maximum velocity of a one-dimensional incompressible fully developed viscous flow, between two fixed parallel plates, is 6 ms-1. The mean velocity (in ms-1) of the flow is









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    For fully developed incompressible viscous flow,

    Vmean =
    2
    Vmax
    3

    =
    2
    × 6 = 4 m/s
    3

    Correct Option: C

    For fully developed incompressible viscous flow,

    Vmean =
    2
    Vmax
    3

    =
    2
    × 6 = 4 m/s
    3


  1. The pressure drop for laminar flow of a liquid in a smooth pipe at normal temperature and pressure is









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    ∆ P =
    32μUL

    Above equation shows that ∆P is independent of velocity.

    Correct Option: C

    ∆ P =
    32μUL

    Above equation shows that ∆P is independent of velocity.



  1. The velocity profile of a fully developed laminar flow in a straight circular pipe, as shown in the figure, is given by the expression
    u(r) = −
    ∂p
    1 −
    ∂x

    where ∂p/∂x is a constant
    The average velocity of fluid in the pipe is









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    u = −
    dp
    1 −
    dxR

    dQ =u (2πrdr)

    Solving, we get
    Q = −
    πR²
    dp
    dx

    Now Q = Area ´ average velocity
    ∴  uav =
    Q
    =
    Q
    Area πR2

    or   uav =
    dp
    dx

    Correct Option: A


    u = −
    dp
    1 −
    dxR

    dQ =u (2πrdr)

    Solving, we get
    Q = −
    πR²
    dp
    dx

    Now Q = Area ´ average velocity
    ∴  uav =
    Q
    =
    Q
    Area πR2

    or   uav =
    dp
    dx


  1. Two pipes of uniform section but different diameters carry water at the same flow rate. Water properties are the same in the two pipes. The Reynolds number, based on the pipe diameter









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    Reynolds number, Re =
    Vd
    υ

    Discharge, Q = AV =
    π
    d2V
    4

    From above, =
    4Q
    πd2

    ∴  Reynolds No. =
    4Q
    ×
    d
    πd2 2

    Reynolds No. =
    4Q
    ....(1)
    πd

    From (1), Re
    1
    2

    Reynolds number is large in the Narrow pipe.

    Correct Option: B

    Reynolds number, Re =
    Vd
    υ

    Discharge, Q = AV =
    π
    d2V
    4

    From above, =
    4Q
    πd2

    ∴  Reynolds No. =
    4Q
    ×
    d
    πd2 2

    Reynolds No. =
    4Q
    ....(1)
    πd

    From (1), Re
    1
    2

    Reynolds number is large in the Narrow pipe.



Direction: Consider a linear programming problem with two variable and two constraints. The objective function is maximize x1 + x2. The corner points of the feasible region are (0, 0), (0,2) (2, 0) and (4/3, 4/3)

  1. Oil is being pumped through a straight pipe, the pipe length, diameter and volumetric flow rate are all doubled in a new arrangement. The pipe friction factor, however, remains constant. The ratio of pipe frictional losses in the new arrangement to that in the original configuration would be









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    For original configuration
    l1 = l
    d1 = d
    Q1 = Q
    For new configuration
    l2 = 21
    d2 = 2d
    Q2 = 2Q
    Head loss due to friction,

    hf =
    flV²
    2gb

    where f = friction factor
    l = Length of pipe
    v = Average velocity
    d = Diameter pipe
    Discharge: Q = AV =
    π
    a²V
    4

    or   V =
    4Q
    πa²

    hf =
    fl
    ×
    4Q
    ² =
    8flQ²
    2gdπa²πga5

    For new Pipe,
    hf2 =
    8fl1Q2²
    =
    8f × 2f × 4Q²
    =
    2fQ²
    πgda5π × 25 × a5πga5

    h1
    =
    2flQ²
    ×
    πga5
    =
    1
    h2²πga52flQ²4

    Correct Option: A

    For original configuration
    l1 = l
    d1 = d
    Q1 = Q
    For new configuration
    l2 = 21
    d2 = 2d
    Q2 = 2Q
    Head loss due to friction,

    hf =
    flV²
    2gb

    where f = friction factor
    l = Length of pipe
    v = Average velocity
    d = Diameter pipe
    Discharge: Q = AV =
    π
    a²V
    4

    or   V =
    4Q
    πa²

    hf =
    fl
    ×
    4Q
    ² =
    8flQ²
    2gdπa²πga5

    For new Pipe,
    hf2 =
    8fl1Q2²
    =
    8f × 2f × 4Q²
    =
    2fQ²
    πgda5π × 25 × a5πga5

    h1
    =
    2flQ²
    ×
    πga5
    =
    1
    h2²πga52flQ²4