Conseil national de recherches Canada
institut de
dynamique marineSYMPOSIUM ON
SELECTED TOPICS OF
MARINE HYDRODYNAMICS
St. John's, Newfoundland
August 7, 1991
NIJMERICALS STUDIES FOR THE CALCULATION OF WAVE RESISTAJICE FOR F1SHnIG VESSELS
CatiaaI S.M.), GOrt O.(2), McGreer D E.W
(1)i'iaty of British Columb. '4echanical Engineering Deparmeez. Vancouver B.0 Canada. (2)Technical (Jnivery o( Istanbul, FxuIty of Naval Athitecne. Turkey.
canadi
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1+
National ResearchCouncil Canada Institute for Marine DynamicsI
INational
Canada Research Council Institute, for Mari,eDynamics
Conseil flati haJ de recherches Canada
Institut de dynamique marine
SYMFOSIU ON
SELECTED
TOPICS OF
MARl.
HYDRO DYNAMIC
S
St. JOhn's, Newfound1aid
August 7, 1991
NUMERICALS STJDIES FOR THE CALCVL4TION OF WAVERESI TAJVCE FOR
flSHD4G VESSELS
Calisal s.iit(1), Goreti o.(2),McGreer D E.(1)
(l)iiersity of British
Columbia, Mechanical EngineenngDepartment, Vancouver BC Canada. 2)TechnjcaJ Univessey of Lsiaflbul, Faculty of NavalArchiLecuge, Turkey.
ABSTRACT
There are Various methods ailable to navaj archiiecas en p fuel eflictent hull forms. Some of these methodsare empirical and some of the newer ate nwnericaj. In des en oe the fuel efficiency of ('tmidJmi fishingvessels a sysiestnt* ies (UBC Series) for fishing with large beain-to-imgth
has been developed using empcalmethod3. This form further improved by adding side bulbs. The numesisl iodo1ogies used for these studies, their practical lisnitacioes and bsriefltsare discussed briefly. The apicasion of thin ship themyen
ugh Froude numbers and
engining resuit.s
Obtained & Dz,o&s method and a mathematicalgrid generation for this m$w.ifa
lNTRODUCTON
Harvesting is the most intensive pert Of fishi.
A 80 percent of the total expc energy as coemi,ned
iog
pf of the operation. These see various reasons forthis, the
major coc being the fact that (islüng vessels operating in e g see relatively short. less chm meters.. and operate se hall
sp. This gives thou an operalx
Weed of the order 10 knea.Fseihermrre modem fishing vessels haee a laigth-tobcam ratio al 3
be associated fuel bill is high about20(030 Percent of the
th value. And while fishermen see concerned about their fuel
trnpaon, they also desire to have a large vessel with a lar fish
told city in case they hitthe
big . This is called thede factor in design, reflecting thaowner requirement. For th ans inshore fishing vessels of BiisishColumbia have deveIo
bouts of large, fuelineffic ion fia.
To respond to the request of some fishermen in B.C.,.
mcthoth to reduce fishing vessel fuel sumpcion were studied
as
S4echaaicaj Engineering Departmentas UJ.C. As part of this 'orka rnege beam-to-length ratio fishing series, UBC Series, has bees
velopesf and side bulb, and st (airing concepts and
sibiliry for the B.C. fishing fleesaere tested. The UBC series isa
le.chincd, fthe
.ngle vel series.
Fourteen modelswith venous beam-to.lengtji ratios block côefficietrj Were eocd the B.C. Ocean Engineering Center and the results psesiws1
en
eavaL architects (Calissj, 1990). A zence algorithm for the UBC. us is also given.. Past this phasea e bulb concept was ssed.
The re for sides bulb is that the
Department of Fishies Oceans in Canadaresuicu the v
length for licensing a
proauding bulb is seen as unsuitable net handlin&
There are various proc to estimate ship wave rmcc One such proced is on thin ship theory and is not
y jnstulable for fishing vesad snetries.
Another phe
4w1 to estimate shipwave reuc
is Dawsons method. TPã
a linear free surface con but satisfies exacdy the
I
condition below the undjg free surface line.The fug
is used to design side bulbs for the UBC seriesparent baaso evaluag
the reJa of different hull krain. 2'ts obtained and the merits sari ujtjes of these methods see
below.
In addition to numericalcakulacions, dsect wave resistance calculations based on kmgizudina wave cuts were used to evaivate
the change in wave
resinc of modified hulls. This
method was
found to be very useful in eStablishing Which coupensof the hull
resistance has actually changedas a result of hull mciificati THUJ SHIP FORMULATION
This formulation is possibly the oldest calculaijon of ship wave resistance. It is based on the
assimpdca that the hull
waterline slopes and wave slopesare small. A per
tiatioti procedure
linearizes the free siwfxe and hull boundary confltica. In addition, the domain of calculasi, is reduced to the sncs
Occupied by the
undisrn
waler with a cut on the hull center pane. A solution is
obtained by distributing Havelock sources of inzesmy proportional to
the waterline slope. Thebull resistance is gives by the well known
Michell's integral.
This classical formulation was modified to a quadratic form by Hsiung (1981) to findoptimal bull form. He then
developed an optimization procedme en solve the quadratic progratminingproblem.
In principle, differ sees of constraints could he
added to the formulatjoe, nath in keeping the aft sections of dm ship or hull
thspIacónentcona
The way this formulation was used for BC series with Wolfe's algorithm wasreported by Goren (1988). The
main purpose
as that time was to find the
most suitable forebodies for the IJBC
seres for given speeds and
displacements. Tie U series parent
hull is composed ofS developable forebody and
dciubte chine aft
body. This form wus found to be more efficient than the
locally ezisting seine; models. The body plan and the hull
parameters are riven in figure 1 and table I respectively.
Figure 1. Body plan for hybrid Table L Hull Parameters forHybrid Hull
C, 0.615
c.o.697
L/D. 3.062 3/T-2.48
In the numerical
b0ii the total ship resistance
isrtpresented by the sum of Michell Integral and the ITrC 57 coerelazion tine. Using ffacat constraints for the hull definitions
and various operar anal for shp speed and displacements virjous (orebodies were The consuaints and the results
ate outlined below. Basic constraints nsed
a-All the unbiown o5 are less than or equal to the half beam.
b-The ongilial offsets Cl ship are tskcn as the lowe2 boUnd of
the unknown offsetL
c-A masimum waLesie shçe is ass gned.
d.The.wazer plafle aren is flied as the design waterline. e.The midship soction area is fixed.
(- The displaement cal the vassal ii fixed.
A modific i of Lbs IiU for multiple drafts andspecds was
done by miniinising a fr!iei.r5 coefficient the weighted
resismnce coefficients
citions. Tha is physically
equivalent as the mrn - Cl the total wait done dining a fishing uip (Goren. l9)..
his computer ogra de'Clcped fcx this purpose was fuss used
to calculate the Micheil i' values tot the Wigley hull and
the Series 60 block 60. While the results the (or Wigley hullwere
rather good, the results ks Series 60 showed relatively poor
correlation with the sice curves available. This is, of course, not surprising.
After the pteIimina cas. the MICIICU ifliegral values toe
the UBC ies paent bull e calculated ignoring the fact that
these (onus are hardly . The Michell resistance value tar
the UBC parent hull for Fs numbers around 0.35 was found to be comparable in ni1ta the experimental residual resistance
values. This is rather but a foruMiare correlation for this
wait
The variable offsets I opcimizaeiOo corresponded to the first three stations of the hUfl sied by 10 stations. A fiveperceflt
increase in the forebudy e was also permistert A design
speed of 10.5 knots w chc for the single Weed operation of a
70 ft vessel The of the models was Mieaswed ax thC B.C.
Ocean Pñgiwiing C.
The flr bulb was dgmid so diat the maxinium waterline slope
would be les3 than 26 The forward block coefficient was
allowed to increase by iwa ps and the offsets
as stat on twowere to be less then 0.335 es the macithum offset.
The resulting bu.. BULB
I (Figure 1). achieved a theoretical teducuon in uJ esissonce of the order of 16.8 percent atthe design speed.
Ftgxie 2. BulbI
10
A br
BULB 2 (Figure 3). was designed for
the
some design speed has
with slightly modified conssraj For this bulb offsets as
0.5 and I were required to haves valuelarger
han 80 percom & ur original value, and the
offsets at atadon 2,90
pezcem of the origiasi
value. The otherConstraints remained as listed above. This bulb
a theoretical reductionof 16.5 percent of the
total resistanen. The
cxperimel value (cs the
reduction in totalres was 18
at the design speed (Figure 4).
Figure 3. Bulb 2
CTP! HORSQW3
I
I
-
bs
Figure 4. Cnuparn
of EHP for Bulb I ,BuIb 2 and parent hull.
gUre5.Bulb4
The optimization at multiple draft operations
qáj
vnJ as weighting factors. These values
were nliz
asS(ora105(oodratat9otaandO4Sfg
11 woes. This is meant to represent travel to fishingli cition as a relatively high speed
and a return wü
'
displacement and as a relatively lowerspeed. The piti
ss
reductions were 12.2 percent (or a 10.5diat 10 biOct and 8.6 percent (oran 8 foot draft as 11
T
pts
average reduction in EHP for the specified operoas
asnJ4e drafu and speedswas 10.4 percenL Tank
reealt owed
as be effective as both operaiio ions
ith a the
g-
in EHP of about 10 percent (Figure 6). However,bow w W$ observed to break at low draft,
pOsibIy as a resela of
vewajnn this region.
8E 9U2 DEONED
R V#1O RAFTS0
00
0.2 0.4 O.s O.FROUDE NtflsBzR
Figure 6. Comparison of EHP for Bulb 4 and parent haL
The thin ship formulationwas also used for the esrimas
al
we ressance of a high imgth-so.b mono hull form by Cast
(11). The length.so-b
ratio for the model inqurmion
Ii
the model name LBII. The length of the model
Ied
4.3 ft .beam 0.43 ft,draft 0.18 ft and the displacemem
13.4 lbs.
wave resistance was obtained by calculating the
_ field
wave posentiaJ using an asymptotic form given by tlrsefl(1960) aed
by i ogrant of longitudiflal wave
cut method (Causal, 1976). The
thur ship resistance
compwaucn by the above method d the ezerimental wave cut andres dual resisctnc values are gi
in
flge 7.
The form of the chree-dimeiisj wave form pectctby ie thinship formulation is given
in figure 8.
Figure 7. Residual and wave resistancecurves for LBIL
The ncndimensjoonj numeijc2jwave re
of the model
showed a trend similar so the asper 1entaIjr otmei values
using
wave height data for Froode numbers larger
0.& For F,ou
numbers less than 0.5, however,
the dif(ee hetwu
the residual and nUmerical valueswas much larger thee eeiej
For Froode
nwnbers larger than 0.8 thenumerical and 'esidiasi
values were observed so be vmy close,
possibly sutàig
anme of the assumptions used in the thin ship theory are much be musfied in thiS rangeof Proude numbers. Figure 9 gives the
varn
o(the freewave ampliuC spectra as different Froude mubess.
MODEL L811 AT Fn - ø.64
Al X-I vr i,
ee.ee ot:
oc:r4I* X.
;
Ac.JAT:36. Z VQ.s trCJi si . . 35 13
vRtc.I1.. rcA: :
rRAMs SCALXPGIVE 3ATT4 4. 1
tsc
Figure 8. Three Dumjj
View of NumePanem for LBII azFo=0443 0.3 LECEND C F
-I Tn -I-L!
L.4
0.0 !.5 20 2.5 3.0 3.5 NON 1ONAL TRAJseyrjsFigure 9. Variation ofWave Spectra as high Froude
DAWSONS METHOD
Dawsona (1977) method has a nWnerical free surface ticn and setisfies the hull boundary condition on the bull. This ' has been well ied and was modified to beadle transom
"--'1989) lt of the new fishing vessels
gned in B.C. sterncondition is different than for the dry uansom s of Cheng. Maiananeuvc (1989) k1 a numerical model for wet aaisome
and this was used in these studies. Dawson's method that the
ull and a portion of the free surface is represented by a grid. A double-model potential is calculated first, then a pera on this
potential is calculated.
A free surface condition is obtamed by eeglecung and higher otder terms in perturbation potential arid differentiating along the eam1iiies This of cow generates an
tk-M problCm as the aneamlines have to be wo before a crical free surface condition can be applied. A fair- point
bew2
differentiation of D*won satisfying the ri1wl condition is med in the calculations. Once the panel sow strengths areknown. the kinematic valme and the pressure, are obned. The hull
resistance, which in thiS is the wave resistance, is obtained from
the integranon of the pree on the we1ed surface in calm water.
Shipe with a transom stern have to be treated ina diffáent way.
Maiscineuve assigns a fluid velocity equal to the sh1 velocity on
the panels immediately isream of the vansom, ilying that the hull exsends to infinity and that the local waves are negligible.
NUMERICAl, RESULTS WITH DAWSON'S METHOD
The weakest linkrn theprocedru is the
MiOfl of the
stream1ine. In most of the wait doneat UBC we the stream lines for the double model solution as the stream li on the free
surface. Recently, however,
a new procedure has' developed
along the grid generation
procedure o(Aflieyj (1990). Tb procedure have been applied to the
wave resistance estimation ofthe Wigley
hull and am currently being applied to the LJBC series hulls. One can see
in figure 10 that the
mathema generation of the grid consistently improved thepredictions. The results wtha 12x44 mesh
is rather promstng.
This mediod managed to show a hump at Froude number 0.32 while the previou method using thedouble model does
not show a distinct hump as that Froude number. At higher
Frodc
numbers the double hull
streamline method using 34x lOpanets on the free surface gives values less than the experimental values while the mathemarie streamline miod using 9x33
or 12x44 hes give wave resiswice values clo to the experimental averages.
In the case of transom sternsat i four streamlines seem to be necessary for engineering accuracy.
In general the panels behindthe Stern
should extend at leasthalt a wave length aft of the ship
The length of the panelled region ahead of the ship must be about a quarter ship
length. The width
of the paneled region of the free sur should be at least half ship length.
Wts fl..._ Wy Ii
S 4 $ a Ssne one one one
p.
oneFigure 10. Effect of Grid on Wave Resistance f Wigley huh..
12
The application of the program to Pacific seiners with transom
erns is given in figures 11. for the USC series ParentHull. In
addition, anoc fishing vessel KYNOK was studied with this program. The results for wave resistance are given in figures 12. Another interesting restilt
one can
chum fromDawsocs
formulation is the estimation of wave profiles along the hull, as well as, sinkage ar trm. The sinkage calculated for KYNOC is given
in figure 13 comparej to experimental results. Most of the
numericaj results followed the experimental ucad.. ThCIt accuracy. however, is erJmes less than normally required for
gineering applications.
Figure 11. Wave Resistance prediction by Dawsoc's mCthod for.
USC Patent Hull.
g 3.I
I
uric Ptic 11.1 Wau
XYNOC Ill, Ww '*
an-ns 0.2. 0.3
Figure 12.Wave Resistance Prediction by Dawson's Method for
KYNOC
The velocity vectors at 25cm away from the center plane for Kynoc as 6.1, biois axe given in figures 14. We have no experimental values with which to compare the velocity vectora, but
the information on the flow lines could be used for a variety of
Figure 13 Sinbgc forKYNOC
A calculation of the wave profile away fromthe
veJ
was also aapcet The results of this calculation isgiven in figure 15. ftaw
thai this calculation pvc a wave reflec from the gridbcxsoday. This might be interpretedto mean that Dawsons method
is an inner solution and a ecinl technique suchatd of Nobless (1990) is necessaty to obtain theouter solubon.
FI
ijId Arjn
.nOC ot 8.2 Knots25 c c.o- Ct,,-i.n
- d frcun UOC Sii.
Ni
-a a-as as
s's
9Figure 14 Flow Lines, by
son's Method for KYNOC at
Figwe 15 FarField Wave
P bulL by "ons Method (or
Our expenz
ng Dawson's method with fishing veSselssuggests that g values for cunparative evaluation of hull loans, wave proliles along lIz nIUinkage and trm. and possibly velocity ors in close
oiicy to the hull can be
calculated Cven f
'
els'with a ran stern.
coNauslc
The expenzt at IIBC tizwed the. the methods available for the calculation of p wave resistance can be used to design fuel efficient hull ftas even for low length-to-beam ratio vessels such as fishing vessels. The aitical
seem to be the
constraints imp by the user.
Thin ship theta7 gives wave resistance values comparable to the experimental resi resistance values kr kigh length to benni ratio vessels at a Fro ber range larger ntn 0.8.
Dawson's mcd is found to be l establishing-near field
solution. This permits calculailon of the pressure vanation along the bull, and Of 'velocity vectors ii dose proximity to the hulL
Dawson's method gives wave resistance values comparable to the experimental retil rstance values, even for wet transomstern
hulls, and could be umd to predict eng..eug values of interestto
designers.
AaaowLEDc9.cNT
The author 'onld like to thank NSEC, NATO and DFO,
EMR. Canada for supporting different aecraOfthe research reportCd a thiS p3per.
REF
Allievi A., Causal SM. AppIrrir. of Bubnov.Galezlcin Formulation to Grthogciial Grid Gciiàzkm to be published in J.
Computational
Physica..-CIkj
.S.M McGrcer D. E., Ycdd Resistance Tests ofa Systematic Series Of Low LJB Vessel?. Spring Meeting of thePacific Northwest SeitirmOfSNAME. Vccrie May 1990. AcceptCd
for publication in Marine Thnolo.
CaUsal SM. 'A CaIcitlazii of the Free wave Spectrum fora Ship'Report No EW-lO-76 Naval Systems Daparunent Division Of
Engineering and Weapons, U.S. Naval Academy Mnapolis, Maryland 1976.
Cheng. H. Compwaticn of 3DT Stern Ftows 5th
International ConL on Numetical Ship Hyrodvnamics, Japan. 1989.
Dawstin. C.W. A Pi'actical Copuen Method for Solving Ship-Wave Problem? Proc. 2nd Conf on Nutherical Ship
Hydrodynamics 1971.
Hsiung, CC. 'Optimal Ship Puns for Minimum Wave
Resistance', J Ship Rch Vol 28. No 2. Jane 1981 pp 96-116.
Goren 0. Cthsal SM. 'Opdmti RmIl Forms for Fishing' Vessel?. STAR S)'..yos.um Pittsburgh Pmaylvaniapp 41-51 June
1988.
Clark B.C. Wave Resistance Of Hlgb Length/Beam Mono. hull Ship? Master ci Scinice Thesis Ua.y Of British Columbia
March 1991.
Maisonnenve, LL 'Resolution da Pmbkrne de Ia Resistance de Vagues de Navues pa' Line Methode da Singularites de Rankine'
Doctoral Thesis, U ciNantes, 1989.
Nobless F. Lin W2,t Mellish R. 'Anatjve Mathemazjcsj essions for the ady Wave Spewu
of a Ship* I. Ship
Research V.34 No 3 Sq* 1990 pp 149-162.
Ursell F. Kelvin's Ship Wave Paiseni' I.