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    POTENTIAL FLOW WITH FREESURFACE

    Fig.1

    The equation for the free surface is:

    z = h(x,y)

    The disturbance generated by the hull and the waes will be:

    += uUUThe following assu!"tions will be considered:

    # $niscid# $rrotational# (%teady flow)# ($nco!"ressible)

    1

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    $n this conditions, the elocity "otential for the total elocityis:

    zyxU

    ,,=

    The &a"lace equation:

    02

    2

    2

    2

    2

    2

    =

    +

    +

    yyx

    'oundary conditions for the hull:

    1. 0=hsn

    . 0lim =

    r

    Fig.

    The additional boundary conditions needed for the freesurface are:

    1.The flow in the nor!al direction is zero:

    0=fsn

    or 0=

    fsnU

    here:

    zyxU

    ,,=

    and

    2

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    +

    +

    =

    22

    ,

    y

    h

    x

    h

    y

    h

    x

    h

    nfs

    The *ine!atic free surface '+:

    0=+zy

    h

    yx

    h

    x

    2. ill assu!e that the static "ressure on the free surface is

    constant.

    ""lying the 'ernoulli equation far away and on a "oint onthe waes will hae:

    ghUpUp ++=+

    The dyna!ic free-surface '+ will be:

    05,0 2

    222

    =+++ Uzyx

    gh

    3

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    3. radiation condition that "reents u"strea! waes

    Two additional difficulties are introduced with the free-

    surface:

    # The free-surface '+ are non-linear# The free-surface '+ !ust be a""lied on the unnown

    way free-surface

    &inearization of the free-surface '+

    $ntroduce a nown a""roxi!ate (basic) solution

    ( )H,

    and a disturbance with res"ect to the basic solution:( )',' h

    ill assu!e that the exact solution can be obtained byadding the basic solution and the disturbance:

    += and 'hHh +=$ntroducing the linearization to the free surface '+ will

    obtain:

    0=

    +

    ++y

    h

    yx

    h

    xzy

    H

    yx

    H

    x

    Hzzyyxxyx

    Ug

    h

    +

    +

    = 2

    2

    1 22

    2

    Three ty"es of basic solutions:1. /ndisturbed flow

    . 0ouble-!odel flow. %olution fro! a "reious iteration

    1. &inearization about the undisturbed flow

    The *elin free-surface '+ will be:

    4

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    0''

    2

    2

    2

    22

    =

    +

    +

    zxg

    U

    . &inearization about the double-!odel flow. The 0awson!ethod

    yand

    x

    are nown fro! the double-!odel solution, and

    0,0 =

    =z

    H due to sy!!etry

    =2 0=

    +

    +y

    h

    yx

    h

    xz

    ""lied at z=3:

    yyxxyxU

    gh

    +

    = 2

    2

    1 222

    . &inearization about the "reious iteration

    . 0ouble-!odel solution'. %ole the "roble! using the 0awson free-surface '++. ""ly the full linearized free-surface '+ on the way free-

    surface0. $terate

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    Numerical method

    The free-surface is a""roxi!ated by flat "anels haing aconstant source strength.

    &inear equations can be added to the syste! of equations:[ ][ ] [ ]BA =

    i4 and 'i are !ore co!"licated for the free-surface "anels.

    The free-surface '+ contains elocity deriaties.The x-deriates are co!"uted by a four "oint u"strea!

    o"erator.5ne additional effect of the four "oint u"strea! o"erator is to

    introduce the free-surface radiation condition of no u"strea! waes(0awson).

    ill sole the linear syste! of equations by 6aussianeli!ination or by using an iteratie soler

    +o!"ute elocity co!"onents:

    x

    NE

    j

    jijxi UXU =

    +=1

    yNE

    j

    jijyi UYU =

    +=1

    z

    NE

    j

    jijzi UZU =

    +=1

    The "ressure fro! 'ernoulli equation:

    22

    21

    5,

    =

    =U

    gz

    Uo

    ppCpi

    The wae height is co!"uted fro! the dyna!ic free-surface '+

    zzyyxxyxU

    gh ++= 2

    2

    1 222

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