Fluid mechanics and hydraulics miscellaneous


Fluid mechanics and hydraulics miscellaneous

Fluid Mechanics and Hydraulics

  1. The drag force, FD on sphere kept in a uniform flow field depends on the diameter of the sphere, D; flow velocity, V, fluid density, ρ; and dynamic viscosity, μ. Which of the following options represents the non-dimensional parameters which could be used to analyze this problem?









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    = (dimensionless parameter)

    ρVD
    = Re (reynold’s number) which is dimensionless
    μ

    Correct Option: C


    = (dimensionless parameter)

    ρVD
    = Re (reynold’s number) which is dimensionless
    μ


Direction: The laminar row takes place between closely spaced parallel plates as shown in figure below. The velocity profile is given by
u = V = v/h. The gap height, h is 5 mm and the space is filled with oil (specific gravity = 0.86, viscosity m = 2 × 10–1 N-s/m²). The bottom plate is stationary and the top plate moves with a steady velocity of V = 5 cm/s. The area of the plate is 0.25 m².

  1. The rate of rotation of fluid particle is given by









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    u = V
    y
    h

    V = 0, ω = 0
    Condition for rotation flow of laminar fluid
    ωy =
    1
    ∂u
    ∂ω
    = 0
    2∂z∂x

    ωz =
    1
    ∂V
    ∂u
    2∂x∂y

    =
    1
    0 −
    V.
    y
    2∂yh

    =
    1
    V
    2h

    = −
    V
    2h

    Correct Option: A

    u = V
    y
    h

    V = 0, ω = 0
    Condition for rotation flow of laminar fluid
    ωy =
    1
    ∂u
    ∂ω
    = 0
    2∂z∂x

    ωz =
    1
    ∂V
    ∂u
    2∂x∂y

    =
    1
    0 −
    V.
    y
    2∂yh

    =
    1
    V
    2h

    = −
    V
    2h



  1. The power require to keep the plate in steady motion is









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    Velocity profile, U = V
    y
    h

    V = 5 cm/s = 0.05 m/s
    Newton’s law of viscosity,
    τ = μ
    du
    dy

    = μ
    d
    v.
    y
    = μ.
    V
    dyhh

    Shear force = shear stress × surface area
    F = τ × A
    = μ.
    v
    .A
    h

    Power required = F.
    = μ.
    V
    .A × V
    h

    = μ
    A
    h

    =
    (2 × 10−4) × (0.05)2 × 0.25
    0.005

    = 2.5 × 10–5 W

    Correct Option: C

    Velocity profile, U = V
    y
    h

    V = 5 cm/s = 0.05 m/s
    Newton’s law of viscosity,
    τ = μ
    du
    dy

    = μ
    d
    v.
    y
    = μ.
    V
    dyhh

    Shear force = shear stress × surface area
    F = τ × A
    = μ.
    v
    .A
    h

    Power required = F.
    = μ.
    V
    .A × V
    h

    = μ
    A
    h

    =
    (2 × 10−4) × (0.05)2 × 0.25
    0.005

    = 2.5 × 10–5 W


Direction: A rectangular channel 6.0 m wide carries a discharge of 16.0 m3 /s under uniform condition with normal depth of 1.60 m. Manning’s ‘n’ is 0.015.

  1. The longitudinal slope of the channel is









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    B = 6 m, Q = 16 m³/s
    y = 1.6 m, η = 0.015

    Q =
    1
    R2/3S1/2.A
    n

    R =
    A
    =
    B × y
    =
    6 × 1.6
    = 1.04 m
    PB + 2y6 + 1.6 × 2

    ∴ 16 =
    1
    × (1.04)2/3S1/2 × 6
    0.015

    ∴ S = 0.000585.

    Correct Option: A

    B = 6 m, Q = 16 m³/s
    y = 1.6 m, η = 0.015

    Q =
    1
    R2/3S1/2.A
    n

    R =
    A
    =
    B × y
    =
    6 × 1.6
    = 1.04 m
    PB + 2y6 + 1.6 × 2

    ∴ 16 =
    1
    × (1.04)2/3S1/2 × 6
    0.015

    ∴ S = 0.000585.



  1. For a rectangular channel section, Group I lists geometrical elements and Group II gives proportions for hydraulically efficient section.

    Ye is the follow depth corresponding to hydraulically efficient section. The correct match of Group I with Group II is









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    For hydraulically efficient rectangular section,
    Top width, B = 2ye
    Perimeter = B + 2ye = 4ye

    Hydraulic radius, Re =
    A
    P

    =
    2ye²
    =
    ye
    4ye2

    Hyraulic depth,
    A
    =
    2ye²
    = ye.
    T2ye

    Correct Option: C

    For hydraulically efficient rectangular section,
    Top width, B = 2ye
    Perimeter = B + 2ye = 4ye

    Hydraulic radius, Re =
    A
    P

    =
    2ye²
    =
    ye
    4ye2

    Hyraulic depth,
    A
    =
    2ye²
    = ye.
    T2ye