ARCHIEF
Lab. y.
Scheepsbouwkunde
Technische Hogeschool
DeIfL ''T
' . J..4 flT .' ivt:' %J OPUC?TOT'he ch:aoteristics cf the heaving aotion of a catamaran ery coaplicated. compared with that of a sinlc float ship,
:d the theoretical treatment is difficult. Only it can be
ti
true that in ie of thcaaaaran even the rollins motion
:onstructerl with tno neaving motion of each float. o if the heaving motion of a catamaran is known it can be a step to know general motions of a catamaren. In this paper an
approx-te method of calculation on the heaving iot1oì is described.
rnrfl;' T'PTT',1T' T' rntT' nT'-rn T('
T'TTT '1T'
r--.. .i 4- i. a . . J, . £ .-. . _. ., - '1 . .j
j
.'or the oimnlicity two-dimensional arsllel cylThder re
asumed to he oscllatng vertically.
The coordinate
system is taken as shown in Fig-are-1,The :rallel cylinders and
(j
are simulteneously beav-ng- with the amplitude Z,. Ohserviathe body © with the
mirror effect, the wave transitte to the iositive y-direction
consists cf the directly scattered wave and the reflected ;-Iave
rl 'Jhen , passes by the body the rélative motion between the body and the wave :.'ields the secondary
wave s :, and The relative motion is assumed as;
Z2 ò[
dl'rl y=C
ìdl
'y=O]'
where be expressed as =exp(-K) with diaft T.
Ir t o same way, the waves and are generated by
the relative motions Z=í1
. suming the weveÇ
yO
is replaced by the travelling wave at infinite distance, the amnLithde can be exrese.ed by =7Z with o'ovicus nctation
an
of , and the phase ¿ by the method. as shown in ref( 1
Accordingly the final resultant
travelling wave is;
( 2
e,,=nE, -t-(n--)KQ
Using this ecjuation the
damping of the parallel cylinders N is calculated by a stripwìse integration;c3
(3)
where Q should be smaller compared with the length L and the wave length corresponding to w
On the other hand if, without considering the interference between
the
reflected waves and the body, asimple superposition
of the two waves is apilied, tie amplitude of the resultant
ravelling wave is 2Z,cos(KQ/2), and the damping in this case
becomes to;
o
2 -2
N =4cos ()
f
A dxw' L
Defining from equation ( 2 );
'wa/2COS
ation ( 3 ) becomes; 2 2'=cos2()
f 7'
dx C ' w1 L resulting to; N _,2 2 A dx/f dx c L L7)
The factor f. indicates the hydrodynarnic interference which shows a speciality of the catamaran.
On the
contrary2co5(/2j can 'se called the geometrical interference.
Figure-2 shows the calcalated damping
coefficient of a catamaran model witn a theoretical form using equations C )and ( 3 ). The included value f is shown in Figure-v.
(6)
-.
RiLTIûN BETT.
ìV-XOITI
FORCE kND DAPITG
A relation 'OCt\veCfl -the heave-exciting force by t'ne wave on a restrained hull and the damping is described by
Llaskind-Newman as;
za
where Ç=wave amplitude
F =wave force amolitude za
i=wsve direction
In case of the catamaran, as the effect of the float distance upon the dampin ha been expressed by a factor
as is shown by equation (
7 ), the ec on the exciting force
can also be represented by a factor f, as;
N(w, Q)N(w)f.:( )
ca' ttF
Q)where N(w) and P(w,;) contain the geometrical interference
term.
According to equation ( 2
N' (w,Q)_
'w,;t, Q)2d
C ca
and toether with equation ( 9 ),
{(
21- I is obtained, resulting to a possibility to calculate the factor
T' from
f1.
An assumption is applied to c8lculate the wave exciting
force that a two-dimensional re1aton oy ewman (ref 2);
za K 'a 12
is applicable to -the strip of' a hull in oblique waves. Since the wave force with the amplitude given by equation ( 17 ) is;
F =F cos(wt-Kxcos-rE,)
( 1
z za
with the origin at midship and the x-axis longitudinally alcn
(a)
io
}
the sb o, ikir the geometrical interference 2cos(Kin/2)
ir,to nccourit and assuniin a longitudinally symmetrical bull,
the total force amplitude becomes;
,1( $v
-=
cos( 'jf cos(K:co)dx
( 1.1L T
rom euationo ( 9 ) and. ( 11 ) the F1 including hydrodynamic
interference can be calculated.
iore over, comparing the value calculated by ejuation 10 ) with that of ejuation ( 3 ), the reliability cf the
u:ìttiors anì the calculation is checked. Some examples of the calculation of the wave force on the above-decri'ced model are shown in the upper halves in Fijares-4 to 6. The
lower parts in the Figures show approximately calculated heav-ing motion applyheav-ing the a'cove-deccribed force. Eere, the added mass io assumed to have the twice value of the unit float.
A (!'T rT1? r r e'n mi;'
t'(TT
rn%.1 ..
It is natural that if the exciting force is zero the motion is zero too. The fact seea;3 to be applicable also
even, in case of zero-damping from the calculated. result. The moot interesting case is that when the zero-damoing frequency coincides with the natural heaving frequency.
otora and IToyama (ref ) have shoim a similar reiult on a
unique section form from a view point of zero-heaving force. In this case, however, it was impossible to let the zero-damping frecuency coincide with the natural heaving frequency. Iad.
enly it was shown that a high peak of response appeared when the damping came close to zero in the vicinity of the natural freiueney. The conclusion seems to be apriicable to the catamaran from Figures-1 to 6.
Ir, case of the catmaran, it is cuite easy to let the
natural frecuency coincide
with the zero-damping freency.With this iaode1, the
calculated.
natural frequency7.63
sec1,
corresponding to the zero-damping distance /L-0.265 . In thetransverse waves, for instance, this catamaran has no damping and does not receive heäving force principally. The calculated
result in thi.c ease does riot show a:v iigh peal: as Figure-E.
th case of 'aneverce waves
(9Oo)
the zsc--e:citinj force frcjuency does not neccssarii coincide wIth the ro-da: ping frejuoncy. This results fro: the difference of the eocetrica1 interference term, ie in the force theterm is counted three-dimensionally an in the dani1ng
two-dimcnsicnalij. By tho sarne reason, the Iaskind-ewman relation is not fulfilled in a freuer.cy range including zero-damping frctenc,', notwithstandin fairly good agreement in other
frejwncy ranges.
In Figure-7 an exa.;iirle of the test result on another
catamaran model is shown. The ±'reuency is converted to that cf 2 rn-length model. Though the model was not restrained to .ny direction of motion, the results of the heaving moticn
seems to represent a simi'ar cnaracterstics to the calculation.
. CONCLLT3IoNC
The most severe problem for the catamaran is the relation between the natural frejuency and tite float distance. It
looks better to avoid the distance with high peak as shown in
A 4 ' a-4-
i
gr--1-
o e _The similar treatment will be applied to the pitching motion, though a test result (ref ) has shown less evidence
than the heaving motion. In case of the rolling thé wave length of interest become half of that of the heaving, and there happens not so severe problem ±n the sense considered
with tI-ic heaving motion as far as the float distance is restrict-ed as generai in
Q/L<O.5
6. CONCLUDING RiiiJKS
since the relation between the float distance and the natural period is understood to be proper to the ship herself,
the acove-mentionea conclucon could be applea also to the
catamaran with advance speed.
The calculations were carried out on a digital co.tioutor
.,
J. ) . Oawa "The Driftin& Force and Moment on a ship in
Oì1cjue euiar :Iaves" I..P. Vol.14, No.149, 1967
2 ) J. Ç. Newman "The ¿xcitin- Forces on Fixed Bodies in
taveo" J.J.R. o.3, 19b2
( . ) . totora ano. T, oyarì "On Wave-xcitaton Free 3hip
Forms" J.L.IT.A.J. Vol.117, 1965
4 ) .. Oawa "Some Model Tests on the Seaworthiness o± a
Part-2 (ranslation)
T1i2 RLTIOT iJDL?D i"iA ND DAMPING
C' .. CATA'11RAN
A. Ogawa
In case of forced heaving motion, a relation between
added mass and damping is hom by Kotik as ìramers-Kronig
relation (rs );
p'(w)-p'(oo)410p(x)_cdx2 (
o
x-w
The parameters representing the added mass and the damping
'(w) and p(u) can be replaced by in and N in the equation
m z z
of motion resulting to;
n QQ
-g,w)zri,w)-xnoo)ç ._(x)
- I.
/ f / - ir
X -W
Allowing the same relation to the
catamaran;
_) 00
g
(w)=m'(w)-m'(oo)= N'(x)C C Ti C -
L-O x -a1
Since the m(w) and (w) are known, if the practicability
of the equation ( 2 ) is cnrtified, xn(w) can 'se calculated
from
(w) using equation (
3 ).
iu-i interference factor of the added mass will be expres-sed by;
n'(u'\i) rn'"L- (w) in (w)
m z
analogously to N, and z
The practical calculation is carried out as f showing;
p
2-1
C (w)= =1
O :_wL
(1g ::(;)
:
:::(x)
uj±& N (x)
;,a-+-J
L L L L W)ItUJ
Ox -w
x -w
w-S
w-g N
(x)
__N (x)
j
Ur
:(x)
.Ix+J
dx
L L L LW -rW O X -W W+o(x)
-dx
¿W L-UiThefourth integral i
rewritten
by
replacing
x-w=
as;
I \ f -.\
-) W+& X) S
dx= d3
L
.tere, if an approximation
is applied;
C4
The
former three integrals can
'beintegrated directly
numerical-If another approximation for ecjuation
( 5);
(w)=ap4 ±b3+c2+d
e
is applied;
and;
The coefficients in ecjuat±on
( 6 )are expressed by;
/4 7
,(w-
¿)=
a
-
.ó+
cc5- d&±e
N (w)
= e zN(w+
&)=
b8--
d6-re
N(ui+28)=lGa4+64c2+2d+s
i
2-2
f ,-ç C-1 (r
, r
'
-¼.4
kj.1
W+8)- (w-s)În execution of the calculation showed
that;
(u,)=m. (w)-m () > -Oz
> -O
and that a value;
du.i)=m0(w)-c(w)
was almost constant in the whole frcquency rance referrinc to
m0(w) which was directly calculated for the unit float, chowin
an accuracy of the calculation of
Accordnly, an assunpticn as;
will be permitted.
In case of catamaran, as the effect of /L is nccleced
at w m'oo)=2m(oo) can be accetea. Conciderznc t.us
' and apl:lyinc oc1uation ( II
) the added mass is calculated by;
m(w)=
(u;)+m'(o) ¼, C C=(w)+2m (oo
sO -c ±ir (w-28)--N .7Aroper value of w1 can be taken in a larccr frequency ran
The attached ficures chow the calculated
5amin
coofficiont, added mass and c and curves, and f factorsREF ILNCE
)
J
T'j
and V. Man1is "On the
a:iers-Kroni:'- Relations4
4r4 2OL4
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FAC O4 2 O -7'is
() A. Oaa "The r1kn Force and. Mrnerr.t on a. Ship in Obiiçue Reu),ar Wares 'IS ¼tJ4,)<j4-9
3. N,Jewrnart "T'h.e Exci±irr., Forces on Fixed rod, ies in Waes " 3. SR. VoL 6,No.3, ¡962
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vL) - '7 1 Ç ¿T
Nj'(L.))
)ÍCc)
-r
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£-)
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t1-'-;
;.
y-r
rf.X'-(w)
Ç
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= I'
Jo(
f1
f
J02L)-
jSZ1J
IL.
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2W41:\/-.
4)=t
'j- -o) A;'('
41 2 t4 JM-
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aßZL,fl
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HEAVE AMPLITUDE / WAVE AMPLITUDE
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