i
TFE LI.AP.DED VLUY PONTIAL rOUD A MICLL - SIll?
Prof .dr.R.Tinman and G.Vossers,
SUL3ÇT.
Mich1ts express ion for tl velocity potential of the f 1o17 round a
sLer ship, travelling
over infinitely deep water is derived byue
of complex Fourier integral trarìsfom .The solution is uniquely deterndnsdby the condition that at infinity ahead of the thip the dHurbance potential and velocities rust vanish. Results are compared with other
thods (Havelock),introducing an artificial
disipation factor in order
to det'ttLne the solution uniquely, and with Michell' original expression.Colete agreer'ent with all former results is obtained, tlmus sheing the
equivalence cf these f orner results with Micheil's.
In a sirriplified case ( o dinnsional flow ) the equivalence of this nethod with Lr1b ts arrt Peters' results are shom,
IÌTOD: CT ION
-2
During the last decade a cons iderahie amount of papers has been
published on the way -res is tance of ship-forr ,using the class ical integral formula of Michell.This forriula is derived from the expression
for the velocity poteritil round a ship of known shape,which determines
the pressure fie li .Several methods have been given to ded'.ce this
velocity potential for a ship moving with constant velocity,hcwever
it din not seem possible to prove the equivalence of these rthods as the
solution was not unique]y determined by the boundary conditions introduced The problem in two dinnsions was discussed by L&B.[J Calculat5jig the wave forni in a moving stream,due
to a steady pressure on the surfae,it
appeared to be necessary to introduce a small dissipative
force, to
obtain an uni.quely determined solution of the problem.This law of
dissipation isn't a viscous one,f or in the final result the dissipation
factor is made infiitesinal sinall.The introduction of this force is only
a mathematical device to avoid some infinite integrals ,but for a phys ical
understanding this factor is confusing;even in instationary phenorena it
loada to the suporess ion of a part of the solution,as has been sbovm by
GPEEN [2.]
HOGR [3] has treated the three-dimensional case oí' a moving pressure
system on the water surface,without the use of the dissipation factor; he was able to give a more deta±led discussion of the wave form,but in
or:Ier t.o determine the
cl:tion uniquely, it was rcessary to î'ke an
arbitrary decision about the way of integration,vthich was onlyjustified
by the final result.DTAN [L4] has given in l917 the solution ol' a two-dinnsionai case by using a ccìplex va±able.Asswning that far ahead of the pressure system
the disturbance vanishes ,it wasn't neces sarj to introduce a diesipation
factor to determine the solution.This method however can't be generalized
to a three-dimerisiona]. cas.
-In l9t9 FTi
[5] has given a nxre general deduction of thethree-d3.zns iona]. velocity potential under the influence of an arbitrary pres
-sure distribution on the surface ;he reduced the determination of the
potential to the deduction of a pressure funct.on in the considered fluijì domain0
since it is impossible to give a direct
relation between the pressure distribution on the water surface, end the corrcsponding ship form,these methods coula not give any contribution to a systematic knowledge aboutthe relation between ship form and. wave-resistance (planing vessels
excepted).
In 1898 MIC}LL6]deduced the velocity potential of a stationary
moving slender shi .To make the problem deternin ed,he chose the soletion which (in his own words) : '1riakes the elemantary diverging
-3-waves trail aft" It is pos siblo to deduce fron this potential a f crrla for the wave resistance,and although the approxination of the theory
(linearized conditions on the water surface, and a srnafl anGle between s hip surface and longitudinally
plane of syrtry)
0are rather crude,this
forIra2la was succossfufly appited by HAVL(CK ], 'TIQTJY [9) and
especially EINB!JJM [g) to analyse the wave resistance of ordinary ship
ferns.
TITJIOTO!T 1o) [u) used the Michel' s pot.enti to calculate the pressure disturbance of a siriolified eoretric body, "elerxrrtary coin1t,
and b adding these disturbances he was able to trace the streamlines or.
fine hufls,and b2 intrating the pressure on the ship
surface to calculatethe wave rcsistance.In ¶t) he Gives a substantial sun1rrr of hi.e calcu1.ted
tables.
HkVELOCK [tlapproxirated the hull of a ship in an other vïay.1r using
the conception of sources and sin,be represented a ship feriti by a
con-tinuous source distribution in the longitudinal plane of syrrunetry, and
even approximately by a distinct rruraber of sources
[3I .It is possible to
give the potential of a source,rnoving in a straight course under the 'rater surface,but in the coniron deductIon it is necessary to assure once agai.n
a small frictional f oroe;it is true that in
¶1L)HAVFL1CK has given a rrtethod to deduce the potentl without the use of africtional force in
cons ide ring the special case of an ins tat ionary ixvement,but a direct
deduction of the velocit: potential of a stationary moving source isn't
known.
flT!1flE 1S)deter!riines the sOlution uniquely by introducing arbitrary
assumptions ,based on the final result.
The express ions for the wave res istance, as calculated by HAVE 100K and MICFELL are equal,as shown by WIGLLY tI 6] .For the wave dis turbance in the longitudinal plane of synmetry both expressions give the sari
nunrical results. [iji) ,but the equivalence of the expression for the velocity potentials in the complete domain of the fluid coukl not be proved because the boundary conditions underlying HAVELCCK'S and
MIC1ELL.s approach were different.Y.IGTEY made a first attempt to prov-e the equivalence,but he wasn't able to conclude his investigation.
Aplicating Four±er double integral transform
nthods,it is possible
to give a direct determination of the velocity potential,without using
the artificial device of the friction coefficient; in applying this
method round a slander ship, called MicheU ahip,it is possible to prov-e
the complete equivalence of both poentiTh.The only assumption to
be made is that far ahead of the ship the disturbance of the fluid
vanishes.
In l the boundary conditions of the general problem are discussed, 92 gives a summary of the Fourier integra].- - transforns.
In 33 the method is illustrated with some two dinensional examples.
In 14 the Michel-problem is treated with a double integral transform.
'
In is shown that the results of 14 are in agreement with the }Javelock's
i.
BOIThTDARY corinrrIor.We consider a ship,mc'ing with constant velocity on the surface of an infinitely deep,incouipressible and inviscous fluld.The siip gives
rise to a pertubation velocity field in the fluid thich is asuned
tobe irrotational,an consequently deternined by a velocity potential p
The velocity coruponents U,V,W, with respect to a system of rectangular coordinates with the XY-plane along the undisturbed water surface arì
ti-E Z- axis verticafly dnwards then are given by
u= -'
; V- _% ;As u,v,w rmLst satisfy the equation of continuity U,i- \f), 4 t.Jz. O
is a solution of Laplace 's equation
Fron Euler's equation of notion for iristationary flow
U 4 U tL V Uy + z -ç, V 4-U-V, 4 \IVy + WV1 4, i- ;.&-J, k 4-f'
Ernouili's law for ins tational unsteady rx'tion is f oLnd
t+
- (t) (1.2)Fixing the origin C of the coordinate-system ori the ship,rnoving
with a cortant velocity c in the positive X-dfrection,we assuma that the "disturbing" velocities round the ship are sn11 as coipared with the
velocity
e; viz.,putting
u---
; VV ;
'ge as siae c ; V < C w' « C
Introducing the disturbance potential 'tI by
V'_4y ;
then
cxi-ji
As the rrtion is steady with respect to these ccordnates,rnouii's
law becornes,neglecting srnafl quantities of second order, i. (cii- zc i- - z Con
J P
The condition that the pressure is a constant everywhere on the
surface gives - !L5. p'
o z
where is the surface olevation. (i' ig.l)
The condition that the disturbance vanishes for ,fixes the constant
2 p
and the condition of constant pres sure on the
surface becors
i
and in connection with our assuition that the disturbing velocities are saall, this condition is replaced by
he similar one for z0,
In the second place we 1-ave to apply the kinematical boundary condition
(l.L) to the surface of the ship.It
is cuctorrry to represent the shipform b3ran equation: y (%z) Y>0
ye
and because of the syxnzetry of the ship
y= Ç(x)
y(o
(fig,2)
In this case F(x)y- f(xz)
andX
(i.t)
leads to- =0
The assumption of 1icheU for a slender
shi.p is,that the tangent plane of the
ship surface everywhere 1-as a small angle with the XZ- plane,so that
Ç, «t
and Ç2((! ,and the surface condition
:Yo
5-A kinematical boundary condition to be satisfied by an invis cous
fluis,is that the velocity relative to the surface of
a particle lying in it
riust be tangent ial, or
(l.t.)
by
wherein F (%yz')is the equation of the surface.
In the first place wo have to apply this condition to the free surface
of the f].uid,
F(x3'z) z + (xy)a O is the equation of the free surfaoe,and (i.1.)
becomes:
(_ct&')-+.v'y+wo
t+40 I
Eliminating from (1.3)
and (1) gives the free surface corrliticn:
The boundary conditions in infinity can be stated as:
sislifies to
V
-
zfig .2 - C
J=CÇX= &)
and similarly as f o the froc surface
ony f(xz),
z):frz)
j (1.7) on y o.
a. the dsturbance dies out at great depth b. the disturbance also
dies out athwartsbs
c the ship is advancing in still vTater,which is a physically sound
asuinption,because of the fsct that for vrater waves the group velocity
is less tnari the wave velocity
-6
4
y -
t
X -)+to
o o
Fourier sin.transform:
e(,)
Cop1ex Fourier transform:
Ç(x)
7T
I
--L'o
For a proof of these irrversion-farmulae, reference has
to SEDDON and Th.ÄNTER be nade
So the ais of our investigation can be stated as follows:
To obtain a so:lntion
of the Ip
ace equation- I/yY t
which satisfies the bouncial7 coniitions
10 Z - '<
y -O
'/i=
(')
z
j'.y 3 o
,to
X - -j. DO
20 SLTBY OF TI-TE F(XRR fl1'EGFAL TRMF(flÇ
The Fourier integral transform is a functional transîorn,deí'ined
by or of the following relations:
Furier cos.trarisform:
t) J&
,x b) xBy reans of these transforms a differential
equation in the
variable x
can be trarisforried into an algebraio equation intho
variable p. To obtain the solution as
a function of the orina1
coordinate,it is necessarr to invert the integral equations 2.l) and(2 .2) ,which is done with the f orrlae:
The existerioe of ?(p) as given by (22) poses severe roctrictions
upon the forni of f(x) ;ard it ray be poas ible,that app]ying the corlex
Fairier transform in the X direction of the Michell problein,the integral in (2.2) does riot exist,t.ecause of the fact that *lxyz.)does not necessarily
tend to zero for X--x7.
it even if ?(p) 1oes not exist,the functions defined by
00 f
Ç(p)
j'()
cix 00(2J)
() :) e
y exist for suitable ranes of
pu+ iv ; thus ?(p) exist for all
real values of p,irh11ì
f _p) Iiy exist for a sufficiently large negative
value of y (say b).
In that casC
_)( LL&
Ç()
e ctx.,so that
?_(p)is the
transform of a function
and this fuctJ.on would tend to zero for x
- - of or sufficiently 1are
values of
b.It Is
rthìt in our inves tiation, 'vherc
& 'enainsbounded, b is a very small quanti.y,which tonds in the liriit to zero.
The inversion £ormu) in this case is given by:
I.
f
- 1;:- -LX» f
-) 4_(r)e (2.$)
¿J,-uo
b
is related to the singularities of
f...(p), and it isneces-sary that b shall be less than the inginary parts of the
al&rit±eEof f_(p) .
cf. (t8] pio
The advantage of the lifte aral transforns Ls, that we can exprese the
integral transfori of the derivatives ci' a function, in terns cf the
function itself,
bO ¿rxf ()
x = -
p f(°)Ç (&
o o eQ-7
í?DX cLif
f' (x) and £(x)tends to zero for X ) o
In the s arie way we can deduce
g,
-(x
f()x
flh(x)\ = o ofor x(o
,
of
fe
= 1C'(o) -pf(o)-8--
fío)
- Çx) xfo)
-Applying an integral transforri to a partial diÍferent4i7 equation it is transThrd into an ordinaxy dffferenta1 equation,which can be
solved by e eentary rar.
3 APPLICATION TO S( T7O - DDNCIONAL OBLC
We conîder first the tro-üiìrnsional problem of a pressure
distribution ving with constant velocity c o-ver the surface of
a twodnensional fluid of
if mite depth.Fizing the coordinatesyte
to the pressure distribution, the undisturbed stream is rvingwith constant velocity o in the negative X- direction. The pressure coiìition on the s-urface give3
=
Co',S( -'-_
0 p
p0 atm. ressure
p-)= arbitrary pressure dis tr ibutisn.
If for x -
o the dis turbance tends to zcro, (3,1) beoorrei CSxf Z
and Uiinating
Z -3 bO +4-o
- P-3 ÇThe ìdrt5.ca1 boundary corition remains the sa
as in
(3.3)
( I
\_/ si-4
We have already assud that the uave heights are suail, and this condition is a3zo true for z O, in stead of
z .
ec ides it is clear tLat the disturbance -rh die out at groat
depth
S mce the X - c oornate extends from - o-o o + p.o , dof ins
a function:
(-s.5.---3
/
¿X?ífr)
J eand the boundary condition
9
bd f ic(X ! 1b,(x)ac t>z: j w
e can
rite down a similar rslation if X<O:
* (ca) = - t1Ç(oz) - ¿vc.
z=o -Qc71(cco) -koco)z 77 7oc) - + ¿
Z -3 o
I
¿.oc77_±
je
/'(xickx
(,oo
(3G) k ,Ç(xz) -o o o (3 6)(
e ./11xz)XIn that case we still
expect that both inte[a].s ril1 exist, although it is propable that SL(x2) #0 for X9-Tt
integral transforns of th derivatives of th potential are
related to ths trazoforn of th potontial
sLf with
gf L
Je yÇ(sz) dix.: 'Ç(oz) LOE i/.(oz)
-ptx
1L» frz)c.ts= Ç(oz) - ¿Pc (02.) - t7(ccz)
-rhe laplace equation becomes, if ?c)o
_Ìctz) *
1ccz) - ¿oi (oz:) (3.7)with the bouary condition (3 .li):
zo
(0)[acO)..-
lit1,1) oo)-toct(oo)ID
The general oktion of the reduced equation of (3 7)
i:
¡ze
t
e (3 1o)wherein )' represents the square root of c ,f or whic)i J) .9
Th3.iecessary to ap1y 'uniquely the condition
j zoo
ITitb the thod of the variable paraìeters in (3 alO),W8 deduce
the general soltiticn
of (3.7):
-d CedZ c, e
ì
Fe_lZo £/4!/2. Cta.e'Iit:
t
f '7tz'
c/2e1*C2)tei. C,,j.
- C7je7t
-'J.2
, _d2 -J'; . (oz)-Lc,t(OZ) FroTn (3.11) and (3,12):.f L,ioz)_Lai. oz).J?
ç
e. ta. z,:
L
- L + R czf()(o/
+ (3.11) (3.12)and the o1ution of (3°?) is:
z z
z
fN-)
flea- è ( )B
ç
o o
The condition
if zoo,givcs
-a.
fl?L
oi.)e
c(
z'-J
o
The constant B can be deterrnined by substitution
boundary condition
(3.):
()
(o)(oo)
le-J-
'f)
o
and the general so)aition l'or bd u -
(
-.j- - ij( z)
Ç(o)-
L.(o3)
o of (343) in theT+oo)-to(oo)
(3'11) In the way we deducef ig.
U
°.ç+-
_»iaï
7ç(cz) =1_lZ(oo)*u/7o0)
-e (3.:5) D(To vrite down the required solution of 4xz)
,it is necessary tò
apply the i!rers ion f orru1a (2 .):-* o
t(xz) 1['7.i)
* (3.16)In the cecorid intogre.1 the way of integration rur below ail
singular points of -(.cz).
Coi1ering
iz) ,the first integrai
of (3.16) does not. eern toexist,since the denosthzator vanishes if * ±a.Bat we have require:1. in
(3.6) the integral:
LX
to exlst,even for Li -o ,cinoe L(xz) -o,ir
x-
o'.Hence ti mine rators in (3 Th) z
and ?7'7.() 4foo)
_oL(o)
nust go to zero at the sane tire withTherefore we can integrate the first intsal
in (3.16) along thereal axis,and even divert the contour in
a snll se- circle unger
the axis ,since tITE integrand is regular in this d»iin. ( f Lg.3)
,wl (. r
opLan
_t(u)
(o
£ig.3
In the 50002x1 integral of (3.16) ve have to integrato along a
contour,which ruiis under ail sthgulartias of ?( (ocz). (f i0L)
S mcc 7Ç 7ciz) goes to zero if .c
'
we are allowed to nov-othe contaurFto the'e
aais,only if
re interrate round the jolesc ± K
along a sii1 seni-circie under the
axis. so we lot coincidethe contours of both integrals of (3.15) ,integrating along the
contour H ,indioated in
ig 5.
Freni this anal3' is it is obvious that the boundary e onditiori
far
uptreani unbigious1y deterTnin tLo contoxrs of integration, and.
already in this phe o! t
calculation it is possible to fix the
contours. Equation (3.16) becore:
(
X - e(Ps.L
j aQ (3.17)-'
+ -H wherein:Hr
_-! J'p)e.
cWorkir out this epress.on,it is necessary to discrininate between
ReJ)ancftkCo;for, in the first
case - -s-,and in the latter
r-oc
(ci'. p.19), and we re'iì'ite (J17) o -(SIX-!
e e duc i e()
zarI
-f
i
---J
Introducing the coi1
variatle
¿ ie vrite dovrn: o_L
(
eiii) e
dIcj.
Tî() -&
eZIT j 2rT J
H1
and this cxprecsion is equal to (3.13),
if
is real,
Therefore e cor1ote the oontour H by an arc of a circle of radixs
R ,and a path along the negative inaginary azis. (f 1g.6)
-K 'k
If x)o, the integral round the circular arcs
iU tend to zcro,is the
radii of the arcs tend to ini inity,and (3.13) can be written as:o ¿Iz - I j%x
_i
r)
((j)e
df_ _L (
e 2ff )-o IJ)
Q fr, L (3.19) VT ZrT) oIf x<o ,vre have to colete the oontir H
by an arc of a circleof radins R,. ,snd a path along the positive
inery axisif the
integral round the circular arcs will tend to zero. (fig7)
x)o
aj
Case a:
1dx= P
Rut by coleting t oontr now,rre are passing a polo, an ic
tveto take account Ó± t residue,
/ , iJz
(
I
cj5+ rTJ
x(o
:o
o we have
f
ow a general e:p ess ion fthe potiiftal of a
stationary two - diier iial motion Trith free surface, umer th
influence of an arbitrary pressure diìtribution on tho surface. We aly -bhi result to three s thinle cases:
a .A concentrated pres6ure P
in ti
origin.b. A uniform pronire acting on a band of finite breadth.
e A uniform pressure ,applied to t1ì ur2ace £ro:i the origin th
infinity.
K dx pLx) C? -L'
- -b 11LC)L_'
t(._Lj2)_!
C? C17 C) (3.20)o
K(o
o
LaJE (i) deduces only an expression foi' the wave distirbanee
by uíng the dissipation factort1
result is in agreerient with the formulae(3.23) aI (321).
OQp
1 (Q. o rrp J o+ !J
(.6(X cf? withThis result is in areee''the
result cl' ETE.S (S) .The express ions7ith the integral are syetrical
with resp3ct to theand disapear at great dLstance,so that indeed I1.(xZ)oif X
It is stnj1e to calculate the
ïave disturbanceDZO -
Lo)
04 -j3xje
° Ç3x 2PJ(___
1(2Pccc
; 04X)o
zpc
Í$X
(13 i-ff)
cß
ri o (3.21) (322) (324) X<O : g -f 2 -kZ 'Ç origin, (3.23)zPc (eßX,ßaßßß)
L1-1f;
p(I3Xç
d53
ri- ) K+j3t
,ç(o
xJßecLf
ciPct- II,.. .11.,. iC' n_ )The wave diirbnce far dowrtream is in
a reent rìth the
results of DEAN Cts). C-.se c:
xo :
cl,
-(X(zJz
-'Cz rrcf-f 2P'e
Po'C(f3x
(3,2f;)'TP')
oi
ti
Equation (3,2f;) is in agreerrrt with t,he result
of L. Ci)
4. AP?LICATICW OF THE F(JT.LEkL TFRPL TASF
CALcTJtATION OF T} VLÜCTTY PONTL.L RCTD A CIL
TTTP
We ìapitu1ate the boundary conditions of 2:
Required the soi2tion of the Laplace equation
,which satisfies the comiitions:
'Q 2j
L -L0
<--2DD -<<
)c(--
?'-)
L>,o
Because of the syrtry of the problen with respect to the plane
z
Ve have discussed in the single Fourier trarìsforn,but for the
soition of the problem of this paragraph we need a double Fourier
transform.Since the X coordinate extends from - towards - o , and
t
Y coordinate from O to ,and since we have to satisi) thecondition
(x)
g(xz), we define the f oflcing transform:i
¿ x o oq (Pc X faLJy
xa)
-"qJust as in
we expect both integrals to exist under theseconditions .We can v'rite the Laplace equation,
if
x) o:00 f00
f Jí
(za)°
The partial 'ierivatives of
'xy)are to be transforrd in:
oyz) ¿
(oe)
c.cç X
Z
xz)x]
-
(oz)
*/oz)
t'
0with
(ojz)
c- if;y
oia)
,_ o., &Çf
xrz) °h
o =t() J32(z)
¿'-'X o)çQt(xoz
And so the Laplace equation is tran$.fornd into:
x)o -octp;) yj°'z)
t
ofz)7z)
-i. (oj3) <o
(°d)
(l.l)
and the boundary condition for z O :
-ßo)-Jo):
yÇ(ojo) _oc(oo) (1.2)and
if
z -
r(/Cß.)zo (3)
If
x <O we can deduce stailar relations:X<O ' 7a J,2) -t »
-
7o)
91 (oj3) L1Lf'ßa) th. .h)Z;:,:,
c7j3o).
- K1jo)
-lojo)
+ ¿'ojo)
(1)
o
-/
c'fl'x2 - '->°
a'- ).LX.
(x).
'
ith this trferni we have reduced
a part1 differential equation
with three boundary conditions
to an dinary differential equation
(L.i) and (h.L.) rith to boundary conditions(..X
,Çdx e y(xz)
z
-
I53)
*
neIl
x)
II " in which:-
17-T1 general solution of the reduced equation
(,l)
is:
41jz)
e*
Cz'
square root of
(2)
The solution of the cori1ete equation
, in
which-is the positive(iol) is:
We can obtain this solution,as in 3, by using the thod of the variable parameter.
A and B are to be deterthd from the bou±Iary conditions.
The condition
¿Loz):off Z-'
gives:f2)_
-- L
I $/oj'3)e
czo)
oB f oflcws from the condition :
*
f
-t( e A (oßo)-
¿ 21and the solution of the equations (L.l) , (1.2) ard (b.3)
is:
,D
-
e f e - i 3 / - o) d-i
o(-dst(ft)
ç-)
4(cj;3) &(3z)
2)
- (ojeo)fc)
-(.6)
(
j3) _j(*
e-K0-In the same way we deduce an expression, if
017)
?c <ci
(e
cÇ
_._,..__L)
-(oj
(Wz) is found fron the inversion fo .. -
(2,)
, as vie have dorin In the first place ire perform this for the X transform :
-t ¿Q
2(XZ)=
f()E
--t-x
¿2(eÇ (Ii. 8)-o
f2
(aß /oo)e (e7)
-t-
z-(5a/
0 5 3)-*
8e
+ oß (14.S) - ¿7/o)
a)
l3
-In t
first int3gra1
oc.is to be real, but in the second integral
o&has to be a rgative igirry part
b , that is sra1ler
t!aall
singularIties of X7ß2).
The singularitie.s oJ are givon by
i c'c?-
«r
VK<2J7'
Since we have chosen the positive root of
oiiß
, we canûy
us e
*
z
The singularities of y7oßz)are given by ± c
z
These singularities are situated on the real axis (
j3 Is a)a:!s real).
With the sai arguient as in 3, we let como i both contours of
(i48), onJr if we integrate round the 'oies ±.
a. along a snail
senil - circle under the Wec xis
i'ig.9).
'e
(ct)f ig.9
And so the condition at infinity uniquely gives the direction in which to indent the contours round the poles.
Equation (1.0) becorins:
2'jZ)
Aft)
e e/2
j./+)
/ o po -tQf[(ou
de
J/e:()
I
e HUsing the inversionThri.ìla far the Y -direction, we get:
Xy2-
)(2):
I-e(z-3) _t)
-+3))
(z. 2.I
I-f o 1 3)¿(;J
d oPC
_(x-,)
j:
-&. .-, o.1
-t- e + tck I-II f(
cU\-j
-ir-)+
.:i C4C) y Zi7,"
2-í
ç,17) J t)tir
'I Cr-(1.9)In (1.9) we have found a general express ion for the velocity potential round a .IicheU - ship, and in the sul equent paragrap we will shag th3 equivalonce with the potential of a continuous
source distribution in the XZ - plane of the !hip, as bas been derived by HP.VLOC! Çi23; alzo we will shov that (1i.9)
is equal to the original
exession of MIC1IL C"].
5. EQUTÄINCF TITH TLWELOCK 'S POTENTIPL We consider the integral:
(
4fx-)
.í(f3)
û FI _Si2 (5.1)2j
oThis integral does not have ar s ingulzrities, and ie can also
write: -t 9
I
('.()(-fft dß) e
o/ (yI\
1dç e
-I2-)
2) - _ and introducing L("
dt)
(
di:) <,112 L1z41 t(Xc4>-- y.)
-
CTtz-1 ¿4cc
Patting çzç in
fig.
10. - 2iT 20t4; ¿?g
olé 1?-3(&'+1) .-(41&'.-l) (xya)V z-)
7y2 zIn the same waywe prove
¿ç 2,72 We re putting f ig.10o ':t. Lc) r
,
Ld
c9f-
-
(.3)
arr(2)
C 2171Iç
()
ointhich:
and whereby one bas to integrate with a srl será. circle under the
Zn
More difficult to trnforri in the third terLa of
(.l)
2 Zn-? J o
(f
--fly-d()
- H # We put - , thon:¿D('(4)
-iij;y _c(?3)
epole
L(J-,jf
, and vrith a sinai]. semi c:Lrcle abovethe pOle
i"?
j -
OEThis requirement f oflows l'rom the2condition that ¿«'J >0 at the piace
of the poles.
By treating the wave - disturbance of a moving pressure distribution
on a water - surface, HOGR (-J corres across integrals of the sm
type as (.b), but he has to make an arbitrary assuition about the inte
gration round the poles, to get the required solution.
Taking the three terns
to-gether, we get in stead of (l):
¿IT e (x,z) ' I k
-
-t.2ii,
Z)Í
oThis expression is equivalent with the potential of a source of
strength "= --L
,situated at (o3) ,as has been derived by
HVELOK 6(xi2J: kb ¿<lAi
n-- 21
-(E)
( .6)In timis expression /4 represents the vanishing small diiration
-factor, and. c1ear1 the only purpose of this factor is the location of
the pole, or if 1L - o
,the way tc evade the pole .The place of the pole is given byand if - <7 < the integration along the real axis runs above the
pole, aîi in case of <1'< under the pole.
It is clear that
ve1ocks potential,calu1ated for a continuoussource distribution in the lonoilii.dinal p1ar of syimnetr, with strength:
a- - 3)
is equivalent with the potential, as has been derived in pararaph li.9)
This follows from a comparison of the equations (IL.9), (g.!) and (.6).
Aleo a simple kinematical crans ide ration proves the equation: V <XOZ)
-
c'j [is[.
6 EEDIJCTION TO T L4ICFIELL P
rrIL
Je consider the result cf 4,wherc we have found an oxì,ress ion for
the velocity potential round a .cheU - shin: (p. ¡g)
,.,I 0
(xz)
Jdoc.
--
_J(2-)
4k»
-In the first case we consider the expression:
-'()(.
«JftYftf
(6.1)I-1
In order to proof the equivalence with the Michell
potential, it is
necessary to change the orLer of integration,aw therefore we exaninethe singularities of
(6.1) .These are given by:(2-±
tJ0ç_?6 J i /<
-(cfo f ig.11)
£i4.li.
For every ß constant, we Lind two poles, and we know frein the foregoing analysis the way to evade t1se poles: viz in the negative
¿*) plane0
If cX = constant, and vie firs t integrate the / - coordinate, we only
encounter two poles if ° <-' and o') ¿Ç , and the requirenent we have
found to encircle the poles in the o( - plane, gives now uniquely a
prescription about the inte'ation pathe in the ß - plane0
}itting '-- ¿oc"
'. ¿je,,
we draw the (acc") , (J3'fi'5 and (a'ß')
piarEs ( fi.12)
çft
:
I
,t :1:fig.12 .e.
In the first quadrant of the (a'f%')
- plane, J) a .If we give
¡3at the place of the pole I a sll positive inaginary part
, it is seen
f ror
(-tt thc ole I sets a positive
iragir1ary part in the (° ) ,- plane, and is shifting c.hove the * - axis; so the integration along the" - axis renairis under
the singularities,
which was necessary to satisfy the corctitior
at infinity.
Sirnilrr
we calculate the integration paths for the other poles, and so we have tointegrate along P
if #'<-'(, and along
Q if*)
sc (f ig.13).p -z- (
(z)
3/
- 23
-1' ig.l3. ¿ - - , cfiy _/(7# 3)c'-k
-L0X-,)
- -F -°(1'x-,)'Zi')
* (6.2)3,
After changing the sequence of integration, (6.1) can
written a:
p<. J), e
a(()
We introduce
a colex variable
V'\ , anri cor iìer ti
exprsss ion:
7
_:ac()
-(6.3)
K K
T! Y real, the integrand
of (6.3) is equal to the integrath of (6.2).
Ttrefore
we comolete t contour with twoarcs of radius R , as shown
in fig.Th.Considering only the case
y.)o the integrals taken rour the
arc ter1 to zero as R tends to
infinity.
Further the ntegrard has two
points of rari! ication
'-which we connect with a cut
through infinity, separating the
parts of the
-v plane, where > O ,froni the partswlere e Vc,v2' <o 0EviLently
vie have to choose alonn T the
fig.lL.
positive squareroot VÇi'
and along S the neat1ve
square root -\[cs'i The integral along the infinit.e1j s!nafl
circle
round
V-toi vanishes,
Coileting the
contours in this way, tIonly contributions to (6.2)
are given by the integration along the itnaginary
axis rnd the reiiues
ofthe poles,
In case of c<-'c and °Q'-'c
t
poles are situated on the realaxis, as we have seen; and if - K c <ç
the poles are situated on the
imaginary axis An so we calculate: j.c 2 2ìT.! 'C z<J
b
bç *z)
-'ç oc. 2h iocf-) -./f+ 5''?*) o(f a(?« J,7-fÇl21TL ±. 6< -(x--)-/\y-- v° i..
±f
/ot/\
ep?« Lz2
ji
fc, o( - 2;
i'z,) o V.«'
«e. J «/ot
e Q/
7 J K 2rr,. (QL2t. +_V2?
4< e f.ífccc
_o('x) '\'
-e -i< V,_'z ¿ÇzL
£_(?)
VK?'2«)
C, -t -At
1 ¿4'i-Ç %j,L,1?9-4
fig .160 f ig.l7. + oAddition of the
£oLr tr
K(doe
- -* !Ti'<L
Lt 'ç-2fl 26 1f -'ç e -+ . -'--AyÍ/
((/1Y,) -'iy-7)
+ --Jd.aç/'(z)
-Q ¿Q e e a ?t£r:. ( e
¿1-)- ¿
v' -'i'-) _ÇY Vci4i)
e
-e
'<I
I-aÍ
K\[i
Dt7«Jff
2v?'
C-) -1-/
bf
ojoç / o(ì\ ecsx).
/cL< VÇ?
) d( ttiiig I 2 oSf\ _7Zciti:
1a1 '2 2 G( vie get :(
,(er
K ¿
(2* ) y (x)
± kk)
û.i;-s-i
íÇo'x-)
'-.Ye ?(21.3) y
vIa
a's
o gives: tcC_(I(('%) ()_a
J79j1-7 e e.0 K
\f-çZ I'<-)
jJJ)
t)2Jf
i
-__ I-,l,
L) L'(x) t
(z)
3QWe cone ìer now the other terr of the express ion for the velocity potential round a !iche1l BiIp (page 22) :
It is clear that this integral alzo can he ritten as:
because both express ions are equal tc
IT 2,(yz)
ff
o( Adding¿
H t-o -f -4-L-o 7 VDS -1 t, 27_x) Íy
-
?fZ 'J-/
Vocj
-1-L'od
(a(5c)
J2-j;7;;
>,V-i-
y-We f ith a sinilir expiss ion for
-t- " -p. L)
(
t
¿ ß V( L4f
ç (
'(-)
-V'
E
20)f e¿Il(?-) Li{2-f)
(i2--1
-l?-?,I
-+-
Calculating *
I ¿
3C
Í
wfoi
°_/i,f
2k(z).-2I7S&i(2-)
pS'1-t-t?-$-) -l1(-)))
ì)-) z Us lug ,,¼the express ion b? corfls
z
-2
3':
Adding aU thgethr, we write:
y
fÍ)
+Vo c,4 cE4(ct le%)
+28
-'1 , We get :c6)OV'x-) ¿c5(i.i-f) 45)("1-'i)
y
_a(6.(I.i?-) 4S)(Li7,-)
O ¿<fr1 xCyI
y aÇC Q (6.)4) Lwhich le in corriplete agreernt with the
exprgssion,whjchwas published
by 1!ICLL in l898
[6}.
Attention riiist b? cafled to the factor in the
second terii of (6,L):
which was chosen by Michell,
"to r.ke the
elerntazy divergingwaves
trail aft",
Tb? other solution of the problen in given by (6i14),
in wtiich
replace the factor
(6.) by
This solution
is not in
agreer-nt with theboundary condition
Lyz)off x.Ö,
bit with the conditionL(z)o
if
We can derive this solution by changing the integration paths P and Q in fig.130This would be the solution with the "eleintary diverging waves advancing to the front
From the foregoing analysis, it is clear that the solution is not
inerTninate, nor is it
necessary to make a distinction between apractical, stable solution and an urtable solution, as bas beeb dcne
by soi authors; bit the right interpretation of the conditions
at
infinity wuely givoS the required solution ol' the problema
So we have proved the coirplete equivalence of MïC}ELL 'S potential with PAVLLOCK' S potential for a continucue source distribution in
the longitudinal plane of synni?try.
Mathematical Departnt
Deift University, April 19S3
Ship Model Basin
Shipb.iilding Departrnt
[6j MICHELL -" The wave - resistance of a &dp ". Phil.1bg.l8980
L71 HAViLOC -" Studios in wave - resistance : Influence of the
form of the waterplane section of the ship' Prcc,.Royal Soc. A 103, 1923.
" Effect of parallel ittddle body G
Proc.Roa1 Soc.A l06,].92.
[8 WIGEY
[911
-
29--
Ship wave resistance '. Trans of the north EastCoast Int.of Eng.and Shipb. l930/31 " ave res is tance of uxy!.. trical f orr ".
T,I.NA.191.l
- TI
Anvendungen :1er 1ichelschen Werstat1oi&'0
J.S ,T,G.1930.
RltLNCS
[1] IMB
-" Hydrodynanics ", 6th edition, 1932.
{2] GRN
Vaves in deep water, due to a concentrated surface-
pressure". Phil.!ag.19h8.[3] H0GR '" A contrIbution to the theory of ship waves «,
Ark.for t.,Astr. och Physik. a. D1. 17/12 1923. b. Bd. 10/10 1923.
[1] DFÄN -" Notes on waves on the surface of running water". Proc.Canib.Phil.5oc,l9L7.
[e;] TFS -" A new treatrnt of the ship wave probleif.
1i) GUILICTO! [u GUILLOTON [izi HA7LOCK [!3j1 HA.VLOGK 11611 WIGrEY Li?] SEDDON [1811
30.
der tar1suntersuchurLger. an SchiTen
ZAOM.L 193S0
" chiffsforiii und Werstand" chfffbau 1939.
-" Stres1ines on fine hulls ",
T,I,N.A. 19I.8- Fbtential theory of wave resistance of
with tables for its calculation."
Tr,S 0NJiM,E 019S1.-" The theory of wave res is tance " Proc3Boy.SocA 138. 1932,
- " The approxirate calculation of wave resistance at
placement ships in steady arx. acc1erated rrotion"
ThNÇAMÇEO 19S1. cÇ p!9
- "
l'Etat actuel des calcula de résistance de au".
A OT.LPA .19t9.
- " Fourier transforms ". l9i.
Integral trn.for
in matheiiiatical phys ics " 193..high speed". Tr0North - East Coast Lrst.of Eng.nd Shipb. 19L3/L,
[i HAVELK wave resistance thecry
proble - Tr . and its application to ship19S10