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Conseil national de recherches Canada

institut de

dynamique marine

SYMPOSIUM 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

-,--_-

--Zt

1+

National ResearchCouncil Canada Institute for Marine Dynamics

(2)

I

INational

Canada Research Council Institute, for Mari,e

Dynamics

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

(3)

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 Engineenng

Department, 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.if

a

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 the

de 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 models

with 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

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In the numerical

b0ii the total ship resistance

is

rtpresented 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 two

were 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 at

the 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 total

res 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

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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 fishing

li cition as a relatively high speed

and a return wü

'

displacement and as a relatively lower

speed. The piti

ss

reductions were 12.2 percent (or a 10.5

diat 10 biOct and 8.6 percent (oran 8 foot draft as 11

T

pts

average reduction in EHP for the specified opero

as

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 RAFTS

0

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 in

qurmion

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 pectct

by 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 free

wave 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 Nume

Panem 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 TRAJseyrjs

Figure 9. Variation ofWave Spectra as high Froude

(6)

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. stern

condition 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 are

known. 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 S

sne one one one

p.

one

Figure 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 from

Dawsocs

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

(7)

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. ft

aw

thai this calculation pvc a wave reflec from the grid

bcxsoday. 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 Knots

25 c c.o- Ct,,-i.n

- d frcun UOC Sii.

Ni

-a a-as as

s's

9

Figure 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 veSsels

suggests 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 the

Pacific 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.

fl

Mechanics V.8 pp 41$-431. 1960.

Cytaty

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