Page 512 - Practical Design Ships and Floating Structures
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        ro (rn), R(m) : auxiliary variables in trochoidal wave equation”
        yo (m)   : depth of a flow line below water surface (hull bottom) at the stem end
       To maintain the wave system, amount of kinetic energy which is equal to integration of  dE,,  over
       water depth from water bottom  (yo = 4) to water surface  (yo = 0)  has to be supplied to the wave
       system per a wave length.  This meets with  wave resistance  R,  . This relation can be  described  as
       follows:
                                           n
                                    RkVO  = @,”   lT)dyo                        (2)
                                          -h
       where
        R,  (kgf)   : resistance due to following waves behind a transom stern
        vo(m/s)   : shipspeed
        T(s) =2 7~ / w : period of the following wave, where  w = (g / R)”2
        h(m)      : water depth

        If we  suppose that the water flow layer at the water depth from a level (yo = -yc) to water surface
       (yo = 0) at the stern end breaks,  then we  can estimate resistance due to not  broken and remained
        following waves  which  come  from  the  water  flow  layer  at  the  water  depth  from  water  bottom
        (yo = -h) to the level (yo = -yc) at the stem end using Eqn. (2) as follows:
                                            -Y.
                                  R,   = (1 1 van)   / W Y O
                                            -h
                                       - Yr
                     =   (p B,,g’”  /2v0n)  I(rn2 IR”Z)(e2Yn’R -(ro /R)2e4yn’Rb&0   (3)
                                       -h
       where
        R,(k&)   : resistance due to the remained following waves
        B, (m)  : mean breadth of immersed transom stem end plane
        n(-) : coefficient representing three dimensional effect, where is used n = 3 which is the value used in
            the equation for forward-oriented wave breaking resistance  R,,,   in our previous papers’*2.
        y, (m)  : thickness of water flow layer which breaks
       Integration in Eqn. (3) is convenient to be conducted separated into two parts as follows, since  R  and
        ro  have constant values  R,  and  ros  respectively over the water depth from  yo = -h  to  yo = - 6 :

                                         -Y,   -6  -Y,
                                          I= I+ I                               (4)
                                          -h   -h   -6
       where
        rod (m),R,(m) : values of  ro  and  R  at  yo = -6
        6(m)      : boundary layer thickness at the stem end
        h (4      : water depth (supposed to be infinite)
        Finally, we can obtain the following equation:
                                       -Ye
                     R,   = (PB,~~‘~ /2v0n)[ krOz lR”2){e2yo’R -(yo  /R)2e4ya/Rk&~
                                       -6
                             +(rOb2R6”* /4){2e-ZS’R6  -(res /Rd)2e46’Rs )I      (5)
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