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  • Hydro Mechanics of

    Offshore Structures

    Hydro Mechanics of

    Offshore Structures

    Lecture (4)

    MM771 M.A. Kotb

    11/26/2014 1

  • Hydro Mechanics of

    Offshore Structures MM771 M.A. Kotb

    11/26/2014 2

    In 1755, Leonard Euler applied Newtons second law (force = mass x acceleration) to non-viscous and incompressible fluids.

    Euler Equations

    Leonhard Euler

    (1707-83)

    Isaac Newton

    (1642-1 727)

  • Hydro Mechanics of

    Offshore Structures

    2

    x

    x

    pp

    MM771 M.A. Kotb

    11/26/2014 3

    C v

    w

    u

    x

    z

    y

    CV

    y

    z

    x

    Dt

    DudmFx

    rgxyz

    2

    x

    x

    pp

    Fluid Element

    in the x-direction for a fluid mass element dm

  • x

    y

    2

    y

    y

    pp

    2

    y

    y

    pp

    2

    x

    x

    pp

    2

    x

    x

    pp

    p

    zy zy

    zx

    zx

    C (xc , yc , zc)

    Consider the flow in the x-y plane

    Hydro Mechanics of

    Offshore Structures

    MM771 M.A. Kotb

    11/26/2014 4

    Dt

    DudmFx

  • Hydro Mechanics of

    Offshore Structures

    z

    uw

    y

    uv

    x

    uu

    t

    uzyxzyx

    x

    pypzyp

    z

    u

    t

    z

    y

    u

    t

    y

    x

    u

    t

    x

    t

    uzyxzy

    x

    x

    ppzy

    x

    x

    pp

    r

    r22

    MM771 M.A. Kotb

    11/26/2014 5

    2

    x

    x

    pp

    2

    x

    x

    pp

    zy zyDt

    DudmFx

  • Hydro Mechanics of

    Offshore Structures

    z

    uw

    y

    uv

    x

    uu

    t

    u

    x

    p

    z

    uw

    y

    uv

    x

    uu

    t

    u

    x

    p

    z

    uw

    y

    uv

    x

    uu

    t

    uzyxzyx

    x

    p

    r

    r

    r

    1

    MM771 M.A. Kotb

    11/26/2014 6

    z

    uw

    y

    uv

    x

    uu

    t

    u

    x

    p

    r

    1

  • Hydro Mechanics of

    Offshore Structures

    MM771 M.A. Kotb

    11/26/2014 7

    z

    vw

    y

    vv

    x

    vu

    t

    v

    y

    p

    r

    1

    direction-Similarly in y

    and in z-direction

    z

    ww

    y

    wv

    x

    wu

    t

    wg

    z

    p

    r

    1

  • Hydro Mechanics of

    Offshore Structures

    MM771 M.A. Kotb

    11/26/2014 8

    Thus, the Euler equations for a non-viscous and incompressible flow are:

    in x-direction

    z

    uw

    y

    uv

    x

    uu

    t

    u

    x

    p

    r

    1

    z

    vw

    y

    vv

    x

    vu

    t

    v

    y

    p

    r

    1in y-direction

    z

    ww

    y

    wv

    x

    wu

    t

    wg

    z

    p

    r

    1in z-direction

  • Hydro Mechanics of

    Offshore Structures MM771 M.A. Kotb

    11/26/2014 9

    Bernoulli Equation

    Swiss mathematician, son of Johann Bernoulli, who showed that as the velocity of a fluid increases, the pressure decreases, a statement known as the Bernoulli principle. He won the annual prize of the French Academy ten times for work on vibrating strings, ocean tides, and the kinetic theory of gases. For one of these victories, he was ejected from his jealous father's house, as his father had also submitted an entry for the prize. Daniel Bernoulli

    (1700-1782)

  • Hydro Mechanics of

    Offshore Structures

    MM771 M.A. Kotb

    11/26/2014 10

    fSubstitute in terms of in x-direction

    zxzyxyxxxxtx

    p

    xzzxyyxxxxtx

    p

    z

    uw

    y

    uv

    x

    uu

    t

    u

    x

    p

    fffffff

    r

    fffffff

    r

    r

    1

    1

    1

  • Hydro Mechanics of

    Offshore Structures

    MM771 M.A. Kotb

    11/26/2014 11

    tzyConstzyxt

    p

    zyxt

    p

    x

    zyxtx

    p

    x

    zxyxxxtx

    p

    x

    ,,2

    1

    2

    1

    2

    1

    2

    1

    2

    1

    2

    10

    2

    1

    2

    1

    2

    1

    2

    1

    2

    1

    2

    1

    222

    222

    222

    222

    ffff

    r

    ffff

    r

    ffff

    r

    ffff

    r

  • Hydro Mechanics of

    Offshore Structures

    MM771 M.A. Kotb

    11/26/2014 12

    Similarly in y-direction

    tzConstzyxt

    p

    zyxt

    p

    y

    ,2

    1

    2

    1

    2

    1

    2

    1

    2

    1

    2

    10

    222

    222

    ffff

    r

    ffff

    r

  • Hydro Mechanics of

    Offshore Structures

    MM771 M.A. Kotb

    11/26/2014 13

    Similarly in z-direction

    tConstgzzyxt

    p

    zyxt

    p

    zg

    222

    222

    2

    1

    2

    1

    2

    1

    2

    1

    2

    1

    2

    1

    ffff

    r

    ffff

    r

  • Hydro Mechanics of

    Offshore Structures

    MM771 M.A. Kotb

    11/26/2014 14

    tConstV

    gzt

    p

    tConstVgzt

    p

    tConstwvugzt

    p

    tConstzyx

    gzt

    p

    2

    2

    1

    2

    1

    2

    1

    2

    2

    222

    222

    f

    r

    f

    r

    f

    r

    ffff

    r

    Hence

  • Hydro Mechanics of

    Offshore Structures

    Stationary or Steady Flow

    tConstV

    gzt

    p

    2

    2f

    r

    In steady flow ,the derivative of the potential, df/dt, becomes zero and the function of time, C (t), becomes a constant, C; all time functions are now absent. In this case, the Bernoulli equation becomes:

    Recall

    ConstV

    gzp

    2

    2

    r

    MM771 M.A. Kotb

    11/26/2014 15

  • Hydro Mechanics of

    Offshore Structures

    Constg

    Vz

    g

    p

    2

    2

    r

    Often, the Bernoulli equation for a stationary flow is written in other forms:

    ConstVgzp 2

    2

    1rr

    Or

    MM771 M.A. Kotb

    11/26/2014 16

  • Hydro Mechanics of

    Offshore Structures MM771 M.A. Kotb

    11/26/2014 17

    Isaac Newton (1 642-1 727)

    English mathematician, physicist

    and astronomer; studied at the

    University of Cambridge. His three

    big discoveries of the spectral

    analysis of light, universal

    gravitation and differential and

    integral calculus are only too well

    known. There are so many

    scientific terms named after

    Newton (Newton's rings and

    Newton's law of

    otion/viscosity/resistance) that he

    can be regarded as the greatest

    contributor to the establishment of

    modern natural science.

    Isaac Newton (1 642-1 727)

  • Hydro Mechanics of

    Offshore Structures MM771 M.A. Kotb

    11/26/2014 18

    Leonhard Euler (1707-83)

    Mathematician born near Basle in

    Switzerland. A pupil of Johann Bernoulli

    and a close friend of Daniel Bernoulli.

    Contributed enormously to the

    mathematical development of Newtonian

    mechanics, while formulating the equations

    of motion of a perfect fluid and solid. Lost

    his sight in one eye and then both eyes, as

    a result of a disease, but still continued

    his research.

    Leonhard Euler (1707-83)

  • Hydro Mechanics of

    Offshore Structures MM771 M.A. Kotb

    11/26/2014 19

    Daniel Bernoulli (1700-82)

    Mathematician born in Groningen in the

    Netherlands. A good friend of Euler. Made

    efforts to popularise the law of fluid motion,

    while tackling various novel problems in

    fluid statics and dynamics. Originated the

    Latin word hydrodynamics, meaning fluid

    dynamics.

    Daniel Bernoulli (1700-82)

  • Hydro Mechanics of

    Offshore Structures MM771 M.A. Kotb

    11/26/2014 20

    Thank you .!!!!!