A SYSTEMATIC STJDY AECUT THE MAIN
NON-IMENSIONAL. FARAMETERS ON THE SE(EE?ING
3EHAVIOUF. OF SLENDER, FAST SHIPS
ABS TRACT
During trie p mary stage of the
design rocess, the assessment of the hull
coefficenzs' ffect on the seakeeing
ber.avour of tne snip s of paramount im-pot-tance for a correct prediction and evaluation of sh:p s operat:ve ?erform-antes and fc trie due nowecoe of eventu
al relevant limitations during serv:ce.
This pacer refers to a recent sys-tenatic research carrted out at CANTIERI
NAVALI RIUNITI fr twin screw, slender
and fast naval vessels.
Theoretical studies were carried out with spec:al care ;ver. to tne zaran
etere C , C. , L / 1/S , 3/T
B w o?
LT B% K 'L.
'TV
1. INTRODUCTION
The approacn to trie cesigri cf naval
uri:s was matnlv based, in trie past, on trie octimzatcn cf trie hull forms fit to atnieve the rnr.mum resistance to trie
mo-tior., ir. cairn water, at the maxrnum speed.
A verifcatccn cf trie sntc's cehaviour at trie cru:sng speed was subsecueritiv effect ed. to ascer-ta_r Ine comlance w:th trie en durance contractual prescr:ptions. In trie last years. nowever, due to trie necessity of ensur:ng trie maximum operattonal
effi-A SYSTEMATIC STUDY ABOUT THE :cT OF THE MAIN NON-DIMENSIONAL PARkMETERS ON THE SEAKEEPING EEVIO'JR OF SLENDER, FAST SHIPS
By
F. BAU' ,
G. BELONE
, F. FLAMINGOcANT:ERI NAVALI RIUNITI - GENOVA (ITALY)
oient>' of trie snip in adverse weather
cori-dzions, trie study of the behav:our in rough sea rias taken on greater and greater
mpertance n the crecmtnary chase of trie
the attainable results are very important and amply uslify the utilisation of suit able resources interns cf time, nasrnuch as its qual:ty is improved r'. a dec:sve manne r.
Trie cas:c Parameters investgatec in th:s type cf study are
CE = Block coefficient
L / 1/3 = Length relative to a:sml.
to
C . =
Water line o-- nt
B/T = Breadtn/draugn: ra::o L 'B = Lengtr./breaztn rat:c OD CM = Midsnip area =nt X% LCB = Longitudtnai position of center cf buoyancy merceritage of ship's lengtn
= Sh:c's free board, at bow
K = PIton gyrat:on radius GM = Metacentric rieicnt
In general, sucr. a study is carr:ed out by mak:ng extensive use of the com-puter, and the flow criart of Fig. 1
'1'
trates schematically trie lterat:ve
proce-dure wnch s followed.
Tne snic, defiried or. tne bas:s of
ner maur. features and the oceanograchic si: uaton of trie " operational trieater ", cna: accented dv the sea matn Parameters, forri
trie nput of most part of trie seaíee:nc Programs adopted at present.
These calculation Programs allow cc obtain provisional values concernimg trie following elements
- criaracceristics of trie sn:p's rigid
mo-tions, namely, piton, ,neave arid roll;
- extent of tne vertical arat:or.s in
ceteririuned POiritS of the snip;
beve.oprneht of a design, :hd er Ic veri-fy, even under heavy operational cond
t:ons, the reua'olty of the chcces.
A parametric study of the ship's
be-havour
n a rough sea, with a view Icde-termining the most suitable hull forms and parameters to get good seakeecrig
criarac-terstics, is tnerefore, at this stage, an
essent:al requirement for tne rational ap-proach to a design.
Even if suc.m a systematiC
L
pp
= ienth oeweer1 perpencars
breadtr, rnoulded depth, coulded freeboard at bow draught A =splacener'.t C.. =
blocK
cofcient
=tsmattc co'rit
cW.
= foating pane coefc.er
= ndsn:pseczor coefficient
X% LOE = center cf buoyancy ong. pos.
= rneta:entr:c heignt
K K = roll and piton gyration radii yy , xx
Shape and dimenons of a?endages
Snape arid d enscns of s ilzer f:ns
Scanitlinz of s:ruc:ura. eernents
'Je:ghz d...s:rb.i::on
enera. operatonai criter:a
Shcs particular operazonal
tasks
OPERAT:v: DOE OGR?KiI SIT2ATION
SL STATE
H,/3 = significant wave neìgnt
T = corresoonding mean oerod
n
-S = direct:onal distribution
P = percen:ae per annum of ari
assumed sea state
7
Ships acceeraton anc motions
Undesired phenomena Power increase
Stresses on structures
Fig. i
SKIPS OPE?ATVTY
S = D = FE = T = SEkEE? INC P ROGFA.M
- frecuency and probab:li:y of undes:red pne-nozcena. such as slamming, deck wetness, pro cellen t:p emergence:
- extent of the added resistance rescect to
trie ' cairn sea
' situatton arid consequent
reouction cf the maximum snps
- extent 3f tne dynam:c loads acting or. trie
structures.
n order to get incicatior.s.on the
sh:ps oerational effnc in various
con-of rough sea, Lt :s necessary to com-pare the obtainec results with performance le veis assumed as " açceptacje or " bearable' by octri the oPerative personnel dr:ving the
Un:: and by trie " subsystems ' ex:st:ng on board.
It :s easy to see how the rat:onal ap-prcach to th: robien is qu:te d:fficult be-cause. Des:des tre ' objective " requirements
essent:al fcr trie ecuiment ceration or the adequacy cf trie structures strength, stab:li ty, etc.), trere are also ' subjec::ve "
ori-:er:a relatec to tne pcysical respor.se cf trie personnel and :ts capabil::v.
To sucn a purose, i: was recently
tin-proved, or. trie :as:s of a s:a:st: c-qual:ta-:lve analy-sis, a sim-va ua::or, sys-cern, essen-t:allv based on :nree rna:n cr:terí a. As sucn an approach
:5
easy to comprehend and slrnp.e to quantify, al tnougn ma:nta:n:ng a ccr.s:cer-able valib ty, :t was adopted :r. tne develop-ment of th:s wcr. Tne a-dopted or:-ter:a con-cern: - Vertical accelera-tion a: bow; L - slamming - deck wetness.The sea:eep:rig oPt:rnizat:on leads to the following advantages
- igrer sceeds in rough sea
- 3etter operat:onal exloa;ation of the
helicopters
- bess deter:oration of weapon system arid locating sensors scnar)
- setter work performances cf th
person-nel
- Higrier safety degree.
Therefore, trie man urpose of this
Study
is dust to f:rid out tre oo:imalcharac:eni st::sofanaval vessel of a
given d:s:lacemen:, funtrer tc a suitable systematic investigattor..
2
GIN?T:0N 0F CH:
TEMAT:C HbLbS2..
Eas:o Cr::er:a cr Tre Svs:emrma::ce se aro r gate Th:s study was carneo out mice, as far :
tRe
aimersìon-- a_ cr.arac:er:s tics of the hull of a fast naval vessel nav:rg a placement of about 4.000 t. Trie maori guice/ / / lines cf suor / ' / a study are j /
'//
the following: wnile the other parao eters, al-ready indi-cated unoer pOirit l,were vari ed; Choice f The ?arane:ens To-e. 2
The var:a::or rge of tre :rvestgated
des:n oar mecer Values was assumed suf
ficiently wide for rra
easier the
i-derctifica:on of tre behaviour
tender-cies, even if this ras cnvolved,
sorne-t:mes, tre ger.erat:or. of hulls witr. nor
d:mensional ratios somerat beyond tre
usual ones.
Fía.
2indicates, as an examole, two
hulls placed at tre extremes cf tre
in-vest:zated ranoe.
Every hull
form
exam-:rced was
systemati-caily
de-duced froc
one
basi:
null" by
varvt n
tre _/T ra
t:o from 3
to
4 aridl/3
troc 7.:
to 3.5.
The
sea-ing
tior.s were
carried
out, for every exam:ned sclut:or,
limit-edy t: the ver::cal mot:or.s
neave arc
p:tcr) amd
i:h read sea.
In fact, the
ooer-attonal lcmctat:or
useful for the
corri-Parison between tre
var:ous soluttons
are ao'
o
:îce-romera )sla.rrrniri,
deck wetness, acce
eratlon at bow)
that, just :r.
sucri
concltions, assume
tre cax:rnum values.
e) The crogran
utiliz-ed for tre
calcula-tions, at CN?'s dis
:osal, based or. tre
stric theory
',
is snort..y
:us-trated ir Acoend:x
A.
MAIN
N2 OP SASC HULL
=
131.56
n
3
=14.60
= 4270 ç-,0.43
0.76
Lppi
1/3
5.14
B i 3.27:':Los
TA5LEIn a2reement with the var:ous
au-tncrs
9ef.) I
,it was trought acv:sable
to carry cut a first investigation or the
three macn parameters
1/3
Lerght/d:solacemenz ratco
Block co'
Water Line Coeff:tent
by varv:ng such carameters into all ccsz
ole ccm:ina:cons and na:nca:n:r.z çonstar.t
the dtsplacement.
creactr,
/ crauant rat:o
-
LOE =crg:tuiraL :os:::or cf tre centre
of oucyarcv.
The range of the
nves::-gated values for tre
a-foresa:d tarame:ers :s
:0
dicated in tre acove
Ca-bì
cas::
rc
Cerera::cr- "ccrocc13çv
The basic rull,froc
wh:cn all suosequent hulls
were generated, has the crac
acteristics indicated in
Ca-cle il.
The generation of the
derived nu13s vas rea
by means of tre
' PROSCApromrarn wcr.ed out by CN
and menticre: in Appendix 3.
- L
¡s
pp -wzTA3E
2Starting
f.'orri tris
EXJ-YThF2 PAANECEFS
f:rst stet
and iim:tei
y to the
C-0.44
0.48
0.52
hlì
cres-entirm the
t raras
«L0.73
0.76
0.73
a further
7.50
8.00
8.50
tion vas
carr:ec ou:
3.27
3.60
4 .OCor cre caram
e te rs
3y maln:aintng ccr'star: tne vaes cf A , 3/7 and X%L05, and varying syaten
atically tne three caranezers L,' A I, 3,
27 hulls were obtained, ilcat
=
-ed by two letters and a number in the fcllcwìng fcrn
L, N Lc with
the follow :ng code meaning :-= 5ioc cefficient
identifica-tian coos
= 0.44
= C.E
CB = 0.52 (S Slender L ,o case E-r-Table g:ves a scnerna:zc
recre-sea:cn of the hulls generated :n the
first :nves::a::cr pflase, wr.cle Taole Cv conzai-s, more in deta:l, the dimens:ons
and zne na:n non dorner.s-_onal o of the aforesa:c nulls.
MAiN c:'1ENs:N5 HE csRA'r:
'.5
Fig. 3 reports, as an exanpie, the verticals cf :ne cody clan cf sorne cf the ahovemen::cnec nulls, cbta:ned by varying
the block :o-n:.
Fig. 3
Examples of 2enera:ed nulls var:a:iorL of parameter C
In order to verify the water-pl coef r'' =n:, tne areas or the transversal
sec-tions were compensacec suon as to eriiare an: reOuce the float:ng f:gure w: chou: mod.fv:ng tre d:scacemen: ano :ne lonz::ucir,al pos:-tian cf :h centre cf buoyancy (see Fig.
4).
O 5(,
.
SIS SIB 515 12165
I50
450 05-0.44C066
C.0.67 525 528 i 52R 23'S 15,41 471 535 5.38 537 37.55 14.54 4.5? 51S 5I5 517 2ì55 1523 4.66 C0.4S C:O770062
82S 825 8272B2
1475 451 505 B3B 83 137.55 435n-:
518 12155 53 4.7 CO52 0.5? 250 2S 52E 7SF 12577 4.33 525 525 53 1375? 13.? 4.20:'
-"s :-:
:E ' :' s 0 1 O.'12 0.52 cwL 073 0.76 O7 7,73 026 o s 073 0.76 02750 SiS SI SIE. BIS 218 9I flS 715 IF
SOCi 525 528 52 025 82E 827 72E 72
-
N =0islacern.ert leng:n
iden-a-tian code (1 1 / cc A 1/3 = 7.50 N = 8.00 = 8.50 = a:erl:ne cation code
oefficen:
ien::f-SI ence r = 0.73 case = 0.76E-Full
= 0.73Y Y
:1g.
ZAtocted method to vary tre oaraoe:er C..
- nL
Suor a croce une was carr:ed ou: or:
ly or tre fcrarc cart of tre ater cisne due to bctr tre corf:gura::or. of tre
bas-:c null, stabli:y reuireoer:s art to
the fact tra: rev: cus works : 2 : rave prov ed trat, for sr:ps :th transom sIerre,
th C cf tre astern part scarcely af-fects tre seaeePir:g berav:our.
The var:a:ior resulted :r. a paseae
from bow forne (ccrresor:c:ng to a
10w value of C ) to V formic
(corre-nL
s;oro:ng cc' htgh values of C.. ).
Trenefcre, It should ce nOted now
th ar.a.veìs of the
caraneter
C. reces-sar:ly a.sc involves the of thebc forms, crus nespresen::rz a casio dle rent to def:ne the benavour cf a snip Ori
tre waves.
Tre var: at:or cf the 'Olock
-C1Ct
was o:a:rec icdify:r tre form cf tre - r:osection art mainguni-forrry Irin_ren or larger the wroic r.ull, by means of tre PRZSC.. progran 1see C: Z'
-
-Z
-.1:1g. o
Varoatior of tre C3
As already mero:oned, t:.e systems tic var:at:on of the parameters E/T aro
X% LC3 was - in a suosecuent
prase of troc study, after raving
al-resoy slnglco out tre most suitable vaI
uc of the OlCk ooefficenI co tre
wa-terpiare coe rt, ant takong aso
orco account Ire fao t trat
cons:dera-tlOrC of resostance, stability arc load dlatr:cut:cr do not alow any too wide
ranoe of trece elements. Tre varlatoori
cf tre S/C ra:o was octaoret for sim1
ar:ty from tre :rev:ouc nulls, by
uti-lIzIng
the two ratios cf somilar::y. bfferert, ori draugrts art creac::s.The var:a::or of the long:tuc:ra
cs::ior. of tre null centre 103 was
e-crievet by tre compersatoon cf the
transverse sectlor: areas between arcad ant astern sectlors. accordong to wra:
in :z. 6.
la:: ors
7-'I-Tre sea spectrum core:derec or tre sea keerg calouazoone :s the one recomnenoed by ITTC 17S. Tre relations between sea
state Reaufort Scale), s:r:of:cart wa;e reoght rig. o
Var:a:zon of tre lcnz::udinai position of
tre centre of ouoyancv
3. REFE?ENCE ENVIRONMENTAL CONDITIONS
H 1/3 (n) and average wave per:od Tri. (sec)
are indicated :r the following Table V.
V
The spectral form of tr2e sea state
adopt-ed hereby, is th two variaje
rePresenta-lIon cf :scheiner, Valid for a fully de veloped sea. *ì;h w:de fetch.
3.2. Comoarscn C'::eìa 3e:ween The 2;(a-te: Sc.u::or.s
The orter:a sowing to estad:. a merIt index be:wee-. Inc various ex-aT.:ned nuns, as far as seakee:ng :s cor
cerned, are those generay used a: Pres-ent by CN?.. i.e.:
- Sini.ficanz am:1::ude of the vertical so celeration on the ?cre Pp < 0.4 g
- Proad:li:y of deck wetness a: bow < 7%
-
?roba:ol::y cf s anming a: 3/2CLf rom the cre Pp < 3%
The Shps mImum attatracle seed
in a certain sea state
:5
the max:murnspeed for wnicr a the abovementioned three limita::cns are verified
simulta-neously.
The exanoned speeds ccvered tne
range of 1:--30 knc:s.
Tne adoverentioned limites were nev er exceeded for sea states lower triar o and therefore Tables VI, VII and VIII, re-fiectir.g tne max. speeds attainable by Inc var:ous nulls, only refer to the sea sta-tes 5 and 6 ?eaufcrt.
A cuic examinatlon of these taDies allows to rriaie the following onmedate cor.
Sì
de ratIons'C'P s.uo p
AE:o:ry 5' 0.2 0 PPO AP.E2i::
2E0 POP Ac:zo
r
pC - E.P rTVT2L
-
the heavier lini:at:on is that imposed cv tne value cf the vertical acceleration a:bow;
- operational limits due to slanrn:ng phenom - trie maximum altatnable seec :r. rouoh sea cria only occur starting from sea state 6; is therefore coinc:der.: w:th tnal imposed
3,45 052 Cw Cw 073 0.761 0.78 C.73 0.76 0.75 0.77 376 C'S 3.5026.9 30i3C23 26 30
2C724I28
L1 300 25 20 32 22 27.2 30 2071 239127.2 650 26 30 30 229! 27 :c ?O9 2391 2' 0.4 0.46 0.92 073 0.76 0.75 073 0.75 0.78 0.' I 3'S - 078 750 209 207 27.3 20 23 25.9 13.5 22.1 24.5 30G 203 277 238 216 5 27.7 20.9 23.6 262 650 2-2 29.7 30 2321 25 79.9 72.5 25.2 28 OIM! iP11OZ 'll --Wi' COS0E.1ON o'..
r. 4'i 3.45 052 072 0,75 375 0.73 0,76 C'S Li i5 7.SC 16.2 19 20:? ?.5 97 14:; 17 186 500 175 I 21 227 6.6 18.7 20e IS 13,7
550 17
224 22 I 7:? 20.2 22.2 17.2 9.2 21Sea State H113 (m) T (sec)
3 0.9 5
4
1.8
7.3
5
2.7
9.4
by :ne afonesaid lin:: related to the acceleration;
- the nulls having nigner attainable speed are tnose of the ' S ' type
= 0.44) and among tnese,
par-to.6ularly tne S 3 F shows tne 'oest seaeeing criaracterist:cs1L/ 1/3 =
= 3.50 - C,.. = 0.73).
4 FIRST FHASE OF THE SYSTEMATIC
STUOY - EXAMINATION 0F THE
RE-SJLTS RELATE
TO P?_METE?S
-
TOnly the final results of tni.s s:udy are reporteo nere:r.after : the percentage var:a::ons are always refer red to the central values of the var:a tior range cf tne exan:ned parameters,
.l. Effect of Cw.
: is illustrated in Table IX. TABLE
:x
EFFECT OF C.,
ON THE L1M:T S?EE
AS C,, VARES
wherefrom it is deduced that
- the C. var:a::ons produce sIrc:lar
cf-fects' on tne aximun atta:naoie speed
:ndeendently from C and L/ 1/3 as
well as from the ana:zed sea state;
- particularly a 1% increase of C,,, leacs
to a sseed Increase 3-: _4% while a C,,
wL
decrease leads to a worsening of tne
speed in zerns of 3- : -4%.
4.2. Effect cf L/ 1/3
Var:a::ons cf the caraneter L. 1/2 produce acout trie same e' on tne at-tamable speed, fcr eacn exan:neb and
The extCnt cf sucn an effect results from th follow:no statement
sea state t - 1% (L/ 1/3) l.2%V Hl/3=2.70 n - 1% (L/ 1/3) - 1% V sea state o per H: 3=3.30 a - 1% )L/ 1/3) - ,% V 4.2. Effet: of C,,
Tne effect cf C is Practically con-stan: at tne var:ous n:;'s enztns, wn:e
as CWL varies, tne effect of the C varta-::or. on tne limit s:eed
Is
notcon-.,,, as :ncicateo :n
ao.e X.TABLE X
EFFECT 0F C_
ON THELM:T SPEE
AS C. VAF:E3
- .% (Li' 1 / 3) - . 1 %V
'-p
C..
uSREZO Sea tate Sea Statet
0.44
1%-
1% - 3.0% - 4.0% -2.4% 4.0% - 1% + 3.3% + 3.3% O .43-
-
3.3% - 3.0% - 1% " 4.3% - 3.3% 0.52 - :%-
3.3% - 3.3% V1O. s "WL L;' 1/3 = = 0.43 0. s.00 r' 73) V(H, ,,,=3. SC) - 1% - 0.4% 0.73 - 1% - 1.0% r - 1% I . 4% - 1%- 0.7%
- 0.7%
-
:.%-
,O%0.3%
Therefore, it may be concluded that
- a 1% increase cf 0.. respect to zh
oasc
value leads co a reduction of the
maximum attanabe speed cf about 0.5+1.0%,
wnile a 1% decrease cf C causes a speed
improvement cf about 0.5l.5%.
5. SECONO PHASE 0F THE SYSTEMATIC STUDY
ExAM:NAT:oN OF THE RESULTS RELATEEJ
TO THE FAFkMETEFS S/T AND LC3%
The above reported considerat:ons,
formua:ed tnroun tne first phase of
one systematic researcn, resulted :n the selection of the nulls cnaracter:zed by
the C = 0.79 value, namely, tnpse :den
-tì:ec cy :ne svmocls:
91F 31F F1F
92F 92F
S3F 32F F3F
as the ros: :ace hulls to witnstand one roun sea.
On eaon one of these hulls two cor-versjor.s were oarr:ed out smifting of
tne centre of buovamcv and varoation of the B/T ratio. In sucn a way 36 nulls were obta:ned, as indcaoed in TapIes XI,
xI: and x::z.
9FZ C' TE D!F F
-4
0.48 0.52As far as the:r :centficatcon 15
concerned, one denominatior. already a-dcpteo in the f:rs: pnase of tne re-search was malnoasned witn tr.e
fcllo-mg additions
- for one nulls ot:acned througn varta-coon of the centre of buoyancy, one
wng AFT ':afterwards) and FWC
0
4t DF DZEFJ,'! LL_F
-(forwards, to sndicate one sn:ft:ng after-wards and forafter-wards respect to Inc central conf:gurs:icn X% LOE = 1.50% AD from
- for the hulls obtained thrcuzn varoatoon cf the S/T parameter one pebtoes A and S oc
it
dicate one va.ues of 3.. T 3.50 ano 4.00 ?eo t o ve . y 052 L.CS LIE LIB 00 CC 220 00 C 220 1.00 1.50 130 7.50 Sl 51F;l1
s F1F 22° F2'rw 52° 52 ,Î2Çaso soi' 53F D3i',
ICC
30 .100
I2 52 O0:so
si S1A Sì S!. 1F 500 S2 S2A S2 52V 52C B2V, V2V V2F V2 550 23° SJV57F cr
r3 3F 'o' s o,.
The riiensons of trie new nulls,
limitedly to those obtained for one varia tior. of EiT, are reoorted tri Table X:::
I:
ould 5e nc ' howOfliy
tre breadtharid tne draugrit are changed.
As for the hulls generated for vari ation of C3, reference should be made to Table :v, reported under cnaoter 2, the new main d:mensor.s of trie new nulls
be-ng same as those of One " basic ' hulls.
5.2. Oalc.azior esu1os
Scm:ary
to wr.at occurred in the first phase of the study, also for trie parameters considered n :n:s second priase, one main or. trie irnìt speecis determined by the forward vert:cal ac-celeration and, crierefore, the fol:.owinz considerattons only refer to th: aspect of one sn:'s benaviour in rougri sea.
E.2.. .lffec: of
It can be decucec from triC values
of the m. atta:nable
reported ir.Tables x:v and X7.
LE vrv
sxz: 3C r - r
Th fact, from these tables it re-sults that
- a 1% :ncrease or decrease of trie 3/T ra tic respect to the adopted central
val-ue (3/T = 3.50, Involves a 0.5% seed
crease or decrease for sea state 5 th:s almost irrespective of trie values of 03 or L! 5 1/3;
- the limit seed var:es linear! with trie parameter 3T.
Tnese cor.s:cerat:or.s are summar:zed tri trie following statement
t
t
-.-- -
-Trie resu.ts obta:ned trirougr. trie
researtn are contained Tables XV and
VII, wnerefror It re Its ona: trie effect
of :hcs arame:er 15 practIcally
nezIIz:-ole for trie sea.-eeping.
xv:
'R
.:zxXv:
vr. S C. -r:i rt
tn8x Xi:: 344 045 0.52 'T E T 327 360 00 327 360 400 32? 350 400 L,, 750 279 23I 30 0H 29.1 24.5 275 295 30 30 27? 292 30 252 27 2t3 .530 30 30 30 299 30 30 26 29.5 30 04E 0.52 LOE .r5 LOE 100 150 ¿20 1)0 .o ¿20 tOO '.52 020 L, 750 279 275 25 252[256 25 245 243 244 500 29.5 22 299 278 2621 26. 25 050 .30 30 20 22.9 295 295 26 2?Sj?S10"
0.49 1.52 S. S. 2, 32? 250 72? 350 400 327 350 400 750 209 207 07' t7 20.3 2:2 15.5 159 600 220! 23 239 205 204 223 9.1' 2C.5 203 ao 22.7! 244J 252! 222 226 23.7 2L7225 T'.
:..
r vV
04'1 0.49 052 LOBtOO L5O ¿20 '00 ISO ¿20 lOO LSD ¿20
750 22 2O 2
'4
'27 16 17.7153500 22.2! 22.1 224 21S 204 20 19.7 19.5
550 23'j 22.5 225 21. 22.0 21 205 2'
5.3. Variation Of The
araneter K
VV/L
coragec by tre results ob:anec
from
cre :c previous chases of :ne sys
tenatic study. the variation of K
VV
was et:eotec by
olicw:ng two
-scte
rections.
Namely, by
consider-ing as aopiicabie tre principle cf the
effect superposition, the L/
l/3 =6.00
was mainta:neo at first constant and
trie block ooe
r.t C
was varied;
la:r ori,
the L' il/3 ratio was varied
and the C,.
= C.8 rept constar:.
The results obca:red from tre
K
/
var:a:on calcuLatori are
recor:-v.v
ed in
'..g.
7 and 6.
In such. dia;rans it nay be
observ-ed now, for a var:aton of K
VV/L of
a-bout 1%, a 0.5% seed varatìn Wtri
sea state
S and about C.25% w::n sea
state S oar be a:nieved.
.n
irorove-men: of tre maxiou.m
:
occurs
as tre value cf K
¡L decreases.
Yy
0;
2 "S' (C E 7ffec: cf K
¡L variation
'¡y 6. CONCLUSIONSFr-or th
anaiys:s of the
abcvernen-tioned data the foì.owir.g may be
cecuc-ed
to acnieve a good seakeeping
berav-our, a naval vessel snould nave bow
for-na tending to
' V',
witri rather
nigh waterp1e coe'-'-=nts:
arrorig the examined Parameters C
ra
presents tre most
mocr:ant
-fac tor, ::s :rmc re ase ov 1% entail
ari
irnorovernerit by accu:
4%of tre
marcorrium attair.able speed
see 4.1);
o) longer snips are generally
prefer-ab:.e as far their cehavzour in rough
sea ta concerned, ever if tre
engtn
does ro: conSicerablv affect tre 1c
speed (see 4.2);
d) the effect of C.,
not too high
tre tendency
towards lower
40
5
1.5
L/L5
L/5
ao
8.5
offec: cf K
yy'L var:a::on
LÌ 51/3
=Constant
=8.00
03 =
Constant
=is however cuite Oosttive, thus io provtng tre proou1sve
perform-a.-ces in talo water (see '.3);
the tncrease of tre S/T parameter causes a mocerate imorovement tn
the rraxtmurt attaInable speed (see 1.2.1);
the variation cf tre longitudinal ocsition of tre tertre of buoyancy does not greatly a''- he sea-wop:htnes cf a snip .see 5.2.2:
g the pnenozranor. which ocre ramoers
one cric a seaway t s tre vert:-cal acoeleratior: at bow (see Tacle VI:). This should ther. :nduoe to
a speed reduction before ire slam-ring ?ressures reacr a hazardous
value. It should be noticed that tre leng:r ras an trfluence Pract. tally reglig:b.e on tre slarn:rg prenorne ron;
h the prcbab:l::v of' deck wetness at bow essentially cepenos or. tre free board. :r the case :n
tIor, tre trresrcic of 7 does not
lead tc an'' speed .im::atior for' the nulls taxer into coreicerattor..
From the follow:ng Table Xv:1, rei evant to tre protacility of deck
wetness
for al.ì exsm:ned hulls, a:a speed cf 3 ro:s nd sea state I
tre fcllowir,g cand os ceducet
- tre aoopt:cn of tre " '. ' torn
suIte into a cor.stderabe de-crease of tre dec wetness
proba-b:tty (see huls w::n hign C,.
respect cc tre otners);
- an :ncrease :r the ength ras a
cor,sideracle pcs:tive ir.fluer.ce;
- a reduct:cr of C. te pos:t:ve
too.
aithougnIts
:nfluerce te of a lower extent to tre other exarru.nec arametere;
'At
x::I
EC PRO
y'
. 30 'S JO SE.' ER'E0.4
ç»
2.12! 052 C. 12 r a;: 153 1.13 '33 217- an increase of SIT causes an increase
of tre res_stance to cotton. Cc te
however recessary to make a
d:st:nc-ttor bwn ntgn (V,', L
l.1 andlow speed (V,' L 1.0). At low
cre increase of S/T jnvlves a mocee: cower ercen:age increase even consicer:r tre add::::ral ree:scanoe due to the breadtr increase. A: ntgh speec an increase cf S T cuases in-steac a conetcerac'_e :ncrease cf zr cotton res:etan:e. Tnerefore, consid erirg trat tre lim:t speed :n rougn sea (sea state 6) te comparatively low (about 15-2 knots),
t:
mign: cedesirable to :ncrease tre 3,'? value.
It should be ncwever acv:sable to take also :hto account tre consider-able power :rcreaee requtred at htgh speed :n calm dater. Frbh this it cay be deduced trat
t:
te necessary to con tatn as muon as cose:cle tre va'je cf 3/? compat:bly ':tn tre stacility re-qut renents;- as fr tre carameter C , from M. 0er:
t
-1ers WorK
tt
ts ' ev:.tentan op::mal value of C ex:sts for each examIned speed.
The relation C = C X C beIng known,
- o M
tre croste o: ' C
wi_
result from a conromtse betwee tre re
quirenen:s of gooc sea.eeing (low
ç'
low resistance cc mc:ton :n calm water (C def:red aoocrdtr.g to tre de-stgr se:) and ava:laole volume onboard for the irrer arrangement.
71 2133.11
103 122
¿53' ot a :.i
t
a check of hull res:stance ir. calmwater was rate cy utiliz:rg tre Gertier series for' every examined
l'ne crotce of sucr. sertes
was dtctatet by practical reasons, as Lt was :nteres::r.g to make a coo partsor between the various hulls anc no: to get an atsoluce value cf
power. The parameters taken into constderation co exanlre such a
se-rles are, as well kno. C
L/ 1.13 and E.!?.
t
:rocfl tr:s creoio tre :o_ow:ng ::ra_ cons:cerat:-or.s atout tre s or
of tne opt:nal null can os made
- an increase of L," s 1/3 causes a
A
crease of L.." e 1,3 ce termines an aecrease cf the actual power re-cuarec a: all
s?eeds;
the same to improvement in tre sr:p s seakeep-ing features; therefore, tre croice cf a nigh value of the L.' s :/3 ratio is :nO:caced by bc:r requirements ofAPPENDX
îNOTES CN THE SEAMEER NG "
The program used to evaluate the seakeepir.g characterist:cs of the hulls in question was developed by R. T. Scnm:t oke amb M. Mackay at the DREA (Defence Researcr Es:ab.ishment Atlantic -
Cana-da).
Svbsecuently CNR adopted it by
oomactIng Ir. one pacae trie original
Programs ?H}S tPì.tch arid Heave in Head
Seas) ana ROLRFT (Roil Mc:icr. wtn
Rudder. Fins, Tarìis) E
Toether with the normal calcula-tior.s relevant tc the snip's vertical and side motcns based or. the ' STRIP
THEORY " of Korv:n Kroukowsky, as modi-fied by Frank and Salveser. 6 , the
prooram also utilizes some algorithms, related to tne added res:stance calcula tions. to the correc::ons of trie rela-tive motions, to take ir.tc accourit the variation of the wave profile due to
the " cvram:c swell u: ' as weil as to
te uridesred phenomena (slamming and
deck wetness) 7
Particularly, the evaluation, of the slamming pressures was -:ed by
aplying a comtinaton cf two methods,
namely. the one cf Doni arid Mctter B ],
acolicable to ships with higr.
block coe'-nt and trie one of
Stavo-ana Chuamp lO , that, being caseb on experIments carried out or. taPering bodies, :s cuite fit for fast snips.
The adoed r -ance calculation
IS based on the Jinkine and Ferdinande method [Il , with empirical modifica-tions derived from. the exoeriments of Murdey, Strom Telser. and others.
APPENDIX 2.
NOTES ON THE " PROSCA " PROGRAM
This programs allows to operate on the snip's geometry through hull ce-finition, conversion, revision and visu alization procedures, on trie tasis cf data consisting of the hull surveys.
Such surveys contain subs:antal-ly trie values of trie null off sets de-fined for waterlines and frames.
The " PROSCI. " Program cor.s:sts
of groups of Programs allowing the ce-signer
- to cefine trie hull :ri the three space
dmenscns, with specific intervent:ons or. trie geometrical parameters for
carry-ing out hull conversions;
- to carry out prellmlnary calculations of some hydrostatic and geometrical cnarac-teristics useful to the designer;
- to obtain trie drawing cf the three crtnc gonal views;
- to get axonooetr:c and perspCctive vew5 of trie null;
- to set null lines in the th:e orthogonal planes;
- to store trie hull gecmetry so tnat, later on, trie full nydrostatic :nara::er:stics may be calculated.
ith sucn a program, converslcr.s may be
effected
se0
eiy in the :r.ree planes, even repeatedly.it -c carry out etr.er
conversions
on a smilaritv basis or locai:zed conversions.
1. " teveloprien: of a Fr:gate Hull form for Super:or Searee::ng ", Schmitice,
Oler., Murcey, 1.975.
7 Seakeep:ng and Resistance Trade Offs
in Fr:gate Hull Form DesIgn. Schmitke, Murdey, DREA.
" Seaxeeping Performances .nd Design Opzimi:at:on Procecures In Use A: Present at CNR's ' - CNM 1973.
" PHHS A FORTRAN Program Far Snip
Pitch. :eave and SeaeePIng Pred:ction"
M. Mackay, F.C. Scrimitcke, CREA, April
1978.
3.
" ROLLRFT:A FORTRAN
Program ToPre-dict Ship Roll, Sway r.d Yaw Motions in Oblique kaves, Including Trie Effect Of Rudder. Fins d Tank Roll Stabiliz er ", R.T. Schzitke, DREA, Canada, De-cember 197E.
The Franz Close Fit Sh: Motion Com-puter Program ". Frank, Svesen, NSF,DC Repert 3229, June 1970.
sistance Cf Fas: Caro Shos :n head
waves ', Jin<ine, Ferdtnande,
n:erna-:ona
Shipbuildorìo ?roram, Vol. 21,1574, No.
238.T
5.
:mproved Si nrnin ?red±cior-is For The ?HHS Corr.puter Progran ', R.T. Schmite, OREA, Oar:mouth N.S. , February 1979.
" Prediczon of Sann Cnaraceristics
And Hull Responses For Ship Design
ACKNOWLEDGEMENTS
The authors
ould Le cc express
their tnan:s to .L.ss. D.H. Ravazzanc
and Mr. S. Morrtisci for navirig
sigrfi-cantly contributed to :ne transìaton
Ochi, Mct:er, TRANS SNkME, Vol. 81, 1973. and i1iustraton of croe stud-v.
9. ' A Method To Estznate Sianmn Character
istics Ror Ship Design ", Ochi, Mutter, Mar:ne Tecnnology, Acrile 1971.
10. ' Anayzical :e:ernination Tif Samm:ng
Pressures For H:gh Seed Ven:cies in
aves ", Stavovy Onuang, Journal cf Ship Researcn, Vol. 20, December 1976.