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Twenty-Third Symposium on Naval Hydrodynamics (2001)
Naval Studies Board (NSB)

Page
792
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Page
792
Front Matter (R1-R19)
Modern Seakeeping Computations for Ships (1-45)
Forces, Moment and Wave Pattern for Naval Combatant in Regular Head Waves (46-65)
New Green-Function Method to Predict Wave-Induced Ship Motions and Loads (66-81)
Validation of Time-Domain Prediction of Motion, Sea Load, and Hull Pressure of a Frigate in Regular Waves (82-97)
Ship Motions and Loads in Large Waves (98-111)
Prediction of Vertical-Plane Wave Loading and Ship Responses in High Seas (112-125)
Basic Studies of Water on Deck (126-142)
Second Order Waves Generated by Ship Motions (143-156)
Prediction of Nonlinear Motions of High-Speed Vessels in Oblique Waves (157-170)
Optimizing Turbulence Generation for Controlling Pressure Recovery in Submarine Launchways (171-180)
Hull Design by CAD/CFD Simulation (181-190)
Steady-State Hydrodynamics of High-Speed Vessels with a Transom Stern (191-205)
Practical CFD Applications to Design of a Wave Cancellation Multihull Ship (206-222)
Simulation of Ship Maneuvers Using Recursive Neural Networks (223-242)
Flow- and Wave-Field Optimization of Surface Combatants Using CFD-Based Optimization Methods (243-261)
Marine Propulsor Noise Investigations in the Hydroacoustic Water Tunnel 'G.T.H.' (262-283)
Propulsor Design Using Clebsch Formulation (284-300)
Unsteady Flow Quantities on Two-Dimensional Foils: Experimental and Numerical Results (301-313)
Hydrofoil Turbulent Boundary Layer Separation at High Reynolds Numbers (314-329)
Pressure Fluctuation on Finite Flat Plate Above Wing in Sinusoidal Gust (330-341)
Control of the Turbulent Wake of an Appended Streamlined Body (342-354)
Investigation of Global and Local Flow Details by a Fully Three-Dimensional Seakeeping Method (355-367)
Prediction of Wave Pressure and Loads on Actual Ships by the Enhanced Unified Theory (368-384)
Frequency Domain Numerical and Experimental Investigation of Forward Speed Radiation by Ships (385-401)
International Collaboration on Benchmark CFD Validation Data for Surface Combatant DTMB Model 5415 (402-422)
Validation of High Reynolds Number, Unsteady Multi-Phase CFD Modeling for Naval Applications (423-440)
Free Surface Viscous Flow Computation Around A Transom Stern Ship by Chimera Overlapping Scheme (441-456)
Anti-Roll Tank Simulations With A Volume of Fluid (VOF) Based Navier-Stokes Solver (457-473)
Validation of Tab Assisted Control Surface Computation (474-484)
Experimental and Numerical Investigation of the Flow Around the Appendices of a Whitbread 60 Sailing Yacht (485-492)
Propeller Wake Analysis by Means of PIV (493-510)
Experimental and Numerical Investigation of the Unsteady Flow Around a Propeller (511-526)
Simulation of Incompressible Viscous Flow Around a Ducted Propeller Using a RANS Equation Solver (527-539)
On Submerged Stagnation Points and Bow Vortices Generation (540-552)
Numerical Prediction of Scale Effects in Ship Stern Flows with Eddy-Viscosity Turbulence Models (553-568)
The Experimental and Numerical Study of Flow Structure and Water Noise Caused by Roughness of a Body (569-578)
Large-Eddy Simulations of Turbulent Wake Flows (579-598)
Instability of Partial Cavitation: A Numerical/Experimental Approach (599-615)
An Unsteady Three-Dimensional Euler Solver Coupled with a Cavitating Propeller Analysis Method (616-638)
On the Flow Structure, Tip Leakage Cavitation Inception and Associated Noise (639-653)
An Experimental Investigation of Cavitation Inception and Development of Partial Sheet Cavaties on Two-Dimensional Hydrofoils (654-669)
Modeling 3D Unsteady Sheet Cavities Using a Coupled UnRANS-BEM code (670-686)
Ship Wake Detectability in the Ocean Turbulent Environment (687-703)
An Experimental and Computational Study of the Effects of Propulsion on the Free-Surface Flow Astern of Model 5415 (704-712)
Breaking Waves in the Ocean and Around Ships (713-745)
Numerical and Experimental Study of the Wave Breaking Generated by a Submerged Hydrofoil (746-761)
The Numerical Simulation of Ship Waves Using Cartesian Grid Methods (762-779)
Radiation Loads on a Cylinder Oscillating in Pycnocline (780-791)
Wave Resistance Computations - A Comparison of Different Approaches (792-804)
Computations of Nonlinear Turbulent Free Surface Flows Using the Parallel Uncle Code (805-819)
Submarine Maneuverability Assessment Using Computational Fluid Dynamic Tools (820-832)
Simulation of UUV Recovery Hydrodynamics (833-847)
Reynolds-Averaged Modeling of High-Froude-Number Free Surface Jets (848-862)
On Roll Hydrodynamics of Cylinders Fitted with Bilge Keels (863-880)
Combining Accuracy and Effciency with Robustness in Ship Stern Flow Computation (882-896)
An Unstructured Multielement Solution Algorithm for Complex Geometry Hydrodynamic Simulations (897-909)
Ship Stern Flow Calculations on Overlapping Composite Grids (910-926)
Study on the Prediction of Flow Characteristics Around a Ship Hull (927-940)
Analysis of Turbulence Free-Surface Flow Around Hulls in Shallow Water Channel by a Level-Set Method (941-956)
A Design Tool for High Speed Ferries Washes (957-967)
Flow Around Ships Sailing in Shallow Water - Experimental and Numerical Results (968-982)
Ship Stability Study in the Coastal Region: New Coastal Wave Model Coupled with a Dynamic Stability Model (983-992)
Waves and Forces Caused by Oscillation of a Floating Body Determined Through a Unified Nonlinear Shallow-Water Theory (993-1005)

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Wave Resistance Computations - A Comparison of Different Approaches S. Gatchell, D Hafermamn, G. Jensen, J. Marz M Vogt (HambuTgische Schiffbau Versuchsanstalt GmbH, Germany) Abstract Steady state fiee su face computations are still of utmo t impo t mce to all model basms Among the glorious computational approaches for bodh, bound- ay element type as well as volume type methods Hat have been presented over the past years, none are f fly convincing in teams of stability md accu- rmy for arbitrny ship hulls, being the'principle" business of my model basin HSVA is developmg free su face codes aiming at a most vex atile Implication Three of these methods are compared in file present pmer, showing exam- ple computations for a contamer ship md a fast monoLull 1. Introduction Steady state fiee su face flow are till atop pnor- ity issue wish my model basin As we do not ~- pect developer of generalized flow codes to pro- ide optimal solutions for this ve y pecial Naval Archite tural problem, HSVA has dedicated sub- t mtial effort End resources to file development of pecialised methods suitable for practical mphca tions in hip design md hull fonm evaluation as well as optimization These developments follow fEree principal lines: I The iterative non-linear fiee su face potential flow code SH LLO (J:nsen at al 1966), which has long been used m hull fonm design at HSVA md in several other installations, un- d:went a major renewal, aimmg at a more ac- curate predi tion of the wave making resist mce of ships The major chmges to the method were the introduction of a new p mel type based on desingularised sources md using m integral mass flux boundary condition on the body instead of file usual Neum mu condition implied on discrete collocation points used in typical pmel codes Inhoducmg a continuous reap meting of the hull up to the actual waned so face, the new code w dks on arbihary grid co figurations built from hia~gular md quad- nlateral patches The results obtained wish fLis code are encouraging 2. The ~ OF-Code is based on file Euler Equip tions The method computes a smgle phase flow md utilises a Volume-of Fluid ~~ OF) - mproach to describe file fiee su face Although it still neglects viscous effects m the flow held, details like breaking waves in file vicinity of file free su face are predicted Test cases indi- cate signiEc mt improvements in file wave held computed md m the numerical prediction of file wave resi t mce The currant version of the code is implemented in a multiblock mode it is pamllelised using the message passmg pro- digm md runs on shared md distributed mem- o y computers 3 Additionally a commercial RANSE-solver - Comet is applied This code also allow to compute the fiee water smface The method is simile to the one described under 2, but tw phases are considered 4 b mother Unite volume solve' a level set technique inhoduced by Osher & Sethim, is used to cmt re file free smface between tw distinguished phases, water md air b file for- mulation used here, the goven ing equations are solved in bodh file water md file air do- mains md the two phases are considered as one A level set function, ¢, deEmed in both phases is mitialised as file did mce, wish sign, to file undi turbed fiee su face instead of solving the tw cur nit tiw equations for den- sity md viscosity, which w uld c mse numeri- cal difficulties, the scalar function ¢, which is continuous even under ch mges of topology, is con ected by the velocity held Dependmg on file sign of ¢, the density md the viscosity are given the values of water md air, respectively Compared to fiont hackmg medhods to com- pute free su face flow, no regadding is neces- sary md no boundary conditions are mplied at file free su face Further, file position of the fiee so face need not be explicitly evaluated during file computation, but is canted out m the po t-processing The steep dersih gradients at file tree su face necessitate the mtemolation of file physical prope ties owr a few cells around file tree su face However, the inte face itse f remams sham Unfortunately, no stable com- putational results for file sele ted test cases were available at the submission deadline for flus paper Hence, the method had to be ex- cluded Impor mt details of the fEree different Pph ache., mcludmg the mathematical formulation of the fiee so face conditions used are show in the following

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chapter Tw different te t cases, namely a smgle screw displacement vessel (Kriso containeLhip Gothenbmg 2000) md a semi-displacement hull fomm with sub tantial trmsom submergence (Athena), have been used as test cases G id re- hnement studies show the sensitivity of the results for each medhod Finally, a comparison of the methods show the relative merits of the different methods 2. Potential Flow Computations Description of Method Potential Flow computations how below were pe tom ed using HSVA's new nonlinea teady tate potential flow code v Sal LLO The code is based on the prmcipals for IL tubing the nonlinear fiee so face bommdxy condition iteLmtiwly in a collocation method as described by (Jensen at al 1 9S5 I combined with file patch method for heating file body boundary condition md pressure integ tion described by (Boding 1993) The flow is described by a potential f nction in pace generated from the supe position of the par- allel flow md a dishibution of Rmkine pomt sources ~ = Ax + >,m,— b this equation m,denotes the shengfh of each pomt source md r is the di tance between the pomt solace md the location where the potential is computed Velocities md accelerations c m be computed m file usual m mner as file derivatives of file potential (2 1) v = Vq (2 2) b d is method the pomt sources are located outside file flow regime to avoid smgula~ities in the emma- tions Sources are distributed mside the wetted part of the ship hull md above file tree su face in m iteLmtive procedure, file flow code detemmmes the mmknow solace shengfEs, the equilibrium floating condition (h im md si kage), the wetted part of the hip su face Ind the location of the fi ee so face Computations are pe fommed following the struct re how m the flow ch at below The so face of the body is discretised using trim- gmlar md re t mgular patches (Fig 2 2) in the Or t tep in file itemtiun loop, fLis grid is cut at file ap- proximated fiee su face Fig 2 3) mitially at the mmdist bed water so face Thus, hi- md quxLilat- eral pmels are distributed owr the wetted part of file body only To avoid p mels wish m unfavour- able Am= =~ | Cut p mel me h at wet- | I tedbomdxy l | Generate grid tm w ter | 1 ~U.I~ O.UU..U..U.. 1 | Inte polate flow fiom | I Devious sten I | Co efficients for body | | Coeffclents for free | | boundary condition | | surface boundary | | Solve linear equations | I forsourceshength I I Compute pressure I I Compute velocites md I | md forces on body | | wave heights l | Estimate chmge in | | Calcuiate enorinnon- | | tam mdsmkage | | linear conditions | aspect ratio near file watts line, some comer points are rifler moved or omitted A point solace is lo- cated near the contra of each p mel md shi ted m- side file body depending on si e md shape of the p mel There are no p mels on the h .Itrll; they are simply led open A mesh of collocation points is distributed on file fiee su face around the hull The total length md width of the grid, as well as the spacing, are deters mined automatically based on file Fronds Number Also, file lateral did mce of file innemmost row of collocation points is pre-set, based on the Froude- Number For submerged h msoms or ve y blunt water lines at the stem, additional row of collocate

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t=n ~~ ~ ~~ - ~ the Inns tn ~e I - ' an und~ ~ ~ is mums. For each In Bunt on ~ ~ s:~, flow quotes t~ ve~e~;, and ac in ~e 0e space Hungary mnd~-~on ~ ':~erpol~md ~ the ~~us—. ~~ ~ ~+ clan Cons by mums p - ~~! flew with ~e ship vow.. Is ~e Inch 0~e ~h = pace An ~ ~e s~ m~h. The ~ ~d ~ a deduce Net on ~e long 5~ of ~e undt~r~d ~e surface. To ~~ ~e 0 t~ In ~ is ~o ~~ source 0w mom upstream -~on Bind in ~b tow. In- $~~ ~~ Is ~ ~ wI~t wur" do~ Mom each row of In po'n~ (ok. 2.~. Th~ a system of I~ ~ - ons ts ~p Egg ~e sighs of ~e - trot w~= ~ ~ Ems. T6~= ~ t~ ~~$ AILS: each coll~n got on ~e ~e ~~r ~e e -I k~e and ~~e ~ m~e boundary Ins ~~ in tenon, et at. 1986' I~ - ~-~ ~ ~prox~ wIudon ~ ~e saw I~.~n ~ 0,0w pace Is V~~~ - ) * vOY¢] 2 V~2 got [2 ]? - 2[ (' ~ ~ ~ ] ~ · ,- . .. --: i _ ~ g - V~Y~Z On ~ posh on ~e wk~ed body, an -~on IS ~~ ~~.-~g the ~ n~W "~ ~e pa~h tO be zem (cam Iw3~. Thus, ~ tone Deem of An why ~ ~~! ~- c~t mix =d AL ~~ Durham} a; de- ~ ~e unknown mume sag 8, solver comb~n~'ng elms - ~= and -~on steps ~s urn. The ~~ =d ~~ d=~ =e ~~n Lily dete~'m:~ - on cash c~n Bent and - ~] corner mom A.. Using ~e patio =d tt:s nv~lYe on ~ p=h c~' the pang ~~s mm- p~1 to Carmine ~e pm~m AFRO. 4~-~ ~C hy4~£~c ~~ In i's eg0mn Is consI6- em~ In Me ~ss~ '~on. In add~ He ~~ ot the vellum on ~e may Is In to compute an appr=Ima~ ~ ~ man ~ ~G- ~- k- ~ Vi ~ Betted T-~:~s ~ ~~r Bunts ~ ~e change ~n went s~ as ~~l ~ ~r ~e I~s V. d~. It should ~ not t~ ~ must nor £0nfi3 - Web ~ ~= 00t 6~6 ~ the z~ Fmude^umber approx~m~n ~m ex~i- men~. Tum =d sink.—~ Amid ~ ~ ~e ven;-~- cal ~~ am Be body ~~ is m - ~ I. The ~ el~n ~ ~ =~on points ~ comp~ Firm B~:~s ~on. ~e ways Amen ~~ ~e hull ~~s ~~ - by ~~:~ng e Ash; mew of Con points o~ ~e hull Bung ~e I~} sI~ of ~e ~ ~~ Thus I~=ine~h y gnd Or ~ new ~on. Fig. (~.~) s:~s the d:+ Ye~nem of ~e ~ ~d ~~ several An Ace. E~E ~~.~.s Con~ons ~ ~en performe~l ~ `:o well known ~ cams. ~) the ~~ ~~n~h,~p id ~r ~e ~ c~ ~Q~mb~ ~~p (~=bllrg 20) =d ~~) ~e ~~a hull p~Y~- o~y Fed tn a nu~nber of e - amend =d com- ~Q=[ ~ - ~3 (~^ Add:. 6m ~ ~ ~ p=~! mesh b~ Den ~ner- 0 O'er ~ paw, - ~ ~ o enburg ~vor~sh~ (~^ 2~) u5 lag. 2~ "he - P=e] ma fm ~~:] Bow Imps _ ~m ~~~ Fig. 2.3: ' - t;= same ma, ~ in - Mso Con ~ -_ Fig. 2.~: "I 5~ ~5, en-d o:~m - ~~m . :~: ~ ::

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t~ mew ger~era - . ~ may m 21~27 ~~* For ~e ~~r my ~ ~d m stay Is ~ ~ ~ng Mar ~~= (~y d~h mesh (V2) ~d ~ ~" ~ (~3~. ~e -I ~d ~ ~~ Id Band per her ~ . The ~~ me~s am ~~ in Fig. 2. 5. ment ~ mom Lemma (~ - EFD) mom our compu~3n (~= CED). 4.~= 3.~ id: 2. 1. O. , ~ . 1 : , . .~ tom _=_ _. 1 l 11 1 I. .- 1~ 1= ~ ~ ~ —. Imposts 3~ F~ 2.~. '~d Perky sky - ~so ~n~ne:rsh~pt' FIg.~.~. "~d m6~t Em_ ~" And, v-~0LLO rew~ o~i~ on Me Off - she me~s ~ ~~ ~n ~e ~~;ng ~fig~ to ~ t.~. ~e Co~itIms Used b~ ~ (~] - Hi: 4 ~~' Fly ~ 0.2$W, ~0.8 m. In order ~ co p~ wI~ ~ ex~ - data ~~ ~ =~ we:=—~~ed ~ ~1 As. ~ ~~ng figure I.6 0ws Cash c=~cien~ (~ - c~ and cT) ~ ~ mm~i~ to ~e expertm=~l- coda The ~ upper :~= ~~w ~ :=al ~03= c~- F'~ ~ 8-: "aware I, up ~ eve but:} - K} To Akin - up', F~g 2*? 0' ~ wow pattern o0~ed o~n ~~- mesh ~03 ~—~ ~ ~~ mush (:b<~om i. It c~ ~ In t~ ~e fine m~ sbows ~ smooth* Make Oft rasters ~ sea* MAYO e1~- hons ~ ~ ~ ash. Computing -oh to Arise Container Chip, G;o~lk~bu rig Test class, I: kin, t~. ~ O~ ~~m (e>~$3 Fig. 2.7: " Peso ~~p - campus ~:w ~ ~r ~e boe me ~ =d ~ t~ copse mesh I" :: ~ ~ ~ ~~: ~ ~~:~ ~ : :::::

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Isle p~ in (Go~ t~ t~ Mar mew is c~ ~ experiment ~ For ~e Id teal ~, ~ Hem t~7 a pow mesh ~ Ink ~ on ~ ~~g NAPA m - ~~' ~~ N~A's new ~! M~r ~3. T5~8 ~s Awry ~ ~a~ Input ~,qne~ ~ ~e v-S~o code ~ _ ~ _ : - _: Ego 2.9 ~~ ~ - Acme ~' A study of ~ ~s'dv~w of :~ ~ ~e ~~- =~= ~~e:hull w~ - ~~ T~ d~'fferen1; bull m - ~s :~e ~: Cited, ~e nr~ ~e having ~——el~ ~ stud ~~ W~ 2~ ~~. ~ veer :~¢ ~~ bun - - ~m $" ~ I=~2 - : My ~ 2426p - ~ Figs 2.9 Mows ~e two ~~ - ~! mesh-= on we TO -on ~d ~r Ace Hems wed v-~0k~,9~=B-.73,1= I.Sm~Iseale ~ r The ~e Bern o-~d on ~e one Ed on He m~ mew (wow -s~) am shown In fig. 2.~. H~ - ~n mn~= of ~e previous exerted - ~LC - F mew shows sty higher wave elusions' Ails ~n tum Ding mom - chic the ~e - at. cc wave ~ O~ ~ ~e c~r mesh. S~= newts ~ ~r the pmv~s c~ ~ pl ~nilg.~.11. 3.~ - 2~= ~ / 2 .~£ - A ' - I> . . .:'C' . ' . :.' O.03 .~ ~ ~ . — j 3. ~ ~ - '1 show j ~ - : ~ ~ On 3~ - ~ 1 ~ ~ - ' 0.~0 _ _ ~ ~ ~ o ? --=~ == ~—~ - Din ~ ' t ! - -- - i 1 ~.~ __ ; - ~ On .. ~ sm 1~ ime zoo 2500 0. 0~" ~~ ~ ~ ~ ~ I: `~ doped =~ - At ~~. 2~: ,,~= - Ins -e pan:: Brie ~ - y, He m~ - Em " :: :: If: i: ~ i.. Ail. :: 3

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3. Volume of Fluid Euler Method During file past years, methods for solvmg the Navier-Stokes-Equations have been developed which describe file tee smface by admtmg the mesh boundaries These methods, howeve' only apply to moodh fiee su faces Here the develop- ment md mplication of a Finite-Volume-Code using file Volume of Fluid V OF) medhod for the simulation of inviscid, unsteady fiee su face flow will be described This medhod deicrbes file posi- tion of file fi ee so face by file void fi action in each computational cell Tw mplications will be how The trmsient flow of m inviscid md mcompressi- ble fluid is considered it is de icnbed by the con- se~vation equations for mass md momentum, for- mulated in m inert Ca~tesim coordinate system The moment m equations are w itten as atilPY +IPY((Y Y6)it)dS= rim s~hOnao ~ m com i.et m (3 1) | pi tdS + | p igdQ s ~ pm~mfefome Em Enforce where y = (up, y,w)7 denotes the velocity ve tor with its components in x, y md z duection, p file pressure, p the density md ig the gravity vec- tor Fu ther variables se the conhol w lume Q. file velocity of file control Flume Yb (ub,Yb,Wb), the so face area S md the nommal vector of the control volume su face it The pressure p is the sum of the dynamic md the hyd ostatic pressure P=P+Pig' (32) The ve tor if doff me. the position of the tree sm- face, the gra ity vector ig is nommal to file undis- t bed fiee so face For a completely hlled control w lume the conservation equation for mass is a | pdQ +| p(y y6)iidS = 0 (3 3) To describe the fi ee so face, a fun tion f is mh o- duced with a value of eifLer I denoting liquid or a Cane of 0 denoting gas The f nction f is a dis- continuous function The fiee su face is the bound- aly Ire where f ch mges from 0 to I Fluid palti- cles above file fi ee su face will always have a value f of 0 md particles below a value of I This yields a conservation equation for f which is mde- pend:~t of file position of the control volume a | pidQ +| pf ( y vb )ii3dS = 0 (3 4) Below file tree su face, this leads to a mass conser- vation equation The cell All ratio F is file ratio of file cell volume hlled by file liquid to the total cell volume |fdQ F= 3 (35) |dQ By definition this ratio has values between 0 (empty) md I (full) At the fiee so face ambient pressure is assumed: p = p~=const (dynamic boundary condition) Fig 3 1: The Flow hat of file algorifEm 43 l c~cui~e P l ~1 | Sol e mom nUlm en | | pressure correction | | extrapolate p l The figure above show the algorithmic scheme At file beginnmg of eve y physical time tep, the VOF- f nction F is calculated

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T~ ~~= Integral ~ ~r the EY ~~:~ - IS - EXIT USES ~e p0.~t of ~ nuX =d the o~n Ce~:] s~ 00e ~e o~ =~! s ~£' Oe ~ -I Sl~C ~ IS dank ~ Chows . ~ . ~ ~ f(v ~~ of & = {~ (be) ~ i~ S~n-~;e ~e cell hi!—o :E is ~ d~£~i~ ~~- t~on' ~e cel~! $~C =~D Ins ~ ~ - by ~~ =d mm ~ ~~M I~YCi>. This leas to ~ do ~ ~e ~ of. The ve~:ineS c~ to me ~ ~ ~ ~~ uStog ~e =~ng -I ARerwa~s, ~e SIMPLE Al~nthm ~s a:~ ~ wIve ~ ~ v~ I~-~= ~ ~e ~~.: ~.i~ why ~ ~~- m~ wIut~ ~r ~e pressure, ~e I~d ma m~m ins ~ mIved. To - $6 the ante nulls In ~e pm~ am ~e Yei=~s c~ by - ~~g the w - ~~d ~~ cor r - of. The ~ steps ~ ~~ - At. ~e m- qui~ =~< ~s peachy. In M:~n ~ ~e ~- n~e Weary Boon ~ ~e ~ so, ~;~- e~ ~= Hoary c=~tions mum ~—And: I. At the Into ~e velour ~s 6: - and the p=~- ~ ts ~ra~;la~ 2. ~ ~e o~^ ~e =~ Is ~~ - ad ~e ve~- 'ty Is ex~ola~ 3. ~ the ~~ panes, 0~= ~ =t =d ~e =~ 's mirrors, ;~:~:~ : ~~ ~~ Ale. The ~~= ~ one fin deacon ~ ~~W by apply'~ an =~ ~~ which dep - s en the ve;~W comb w=d ~e Aside ~m the shop. it. E~E BATES Comp~s have ~ pi. ~ the 0~e my ~~$O tarp =d henna bull. T~e cond~: ns u=d am ~e ~e ~ In the =,Fac comb. ~ mob =e genies m H:~VA One - mesh =~. For the K~ ~ ~ ~ meshes with ~x. 470~ (~' I - ~ id 38~D cells (~) m Ignited. The molest mew Is Sawn In n~m 3.~. j Flu. 3.~. Co~ G~ ~r the ~18~} Oh. The to~ bin fame ~s 2~ seconds. The Bow ~s a=~d ~m- ~ ~ ~ ~0 during the fit 40 =~.~a FI~ 3.3 shows ~e resists c=~ - cw oYer ~ simulation fame. The finest mesh yards a io~r Ant cw wiue of 0.~. l6e Fiats mesh In ai~ p0~s smoker In. - ~~ f i ~ Off. o ~ .; . . ) ,-~ .,. ... . ...... . ................... . i . . .. .... . ~ 50 We t ~ [I:] fig. ... ~~= c - ~~t cw Her time - K~-~ con~nemb~p The ~~e p~ ~ ~ = 20 ~r Be KCS t=t wn in fibs 3.4 ~r ~ ~st ~ the fined ~d. Bo~ £mnpu~tions show ~e same ov~- ! waYe pattern ~e Knew ~~ however, gales s~tly hn~ mmIut~n of Ike wave Cacti. F~ 3.5 mm~ ~e wake din of the mm =d ~e s~mul~-~on on the Anew ~d. The admit ~s Yew good, High the edit of the =~ being be on be costly =~n throw dark. The ~~ di - ~~= cp far the fine Kind gad Is shown In fiche 3.~. :::: . :: ~ : : : :: :: ~~ i: : aft: ::~ : :: :: ::

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Em: 3~- M~ gem =d ~~ (~) ~e d~ - =~w ~~ ma. 3.~. Com0~ ~e parers ~ ~e - ~~O £~n~h~p Cop: co~ ~~' Stan; Bend; F~m 3.6 - USA d~n up on ~e ward hull - -I conu~ne~tp (~ne Add. The ~~d for the Athena t=t me ~~ of ap- pro~ma~y 25~ Ads. The tom} muon dime is SO wands. ~ computed me dir - ~~n its she ~n togae 3.~. ~e operation at ~e ~~m Ad the development of the waves con be =en. ::::; ::: Fig. 3.7 Compote wave pa:~-m - Arena te~ Aid. 3.8 Pressure Con cp on the wetted hull -Ala test c~

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4. RhN~SO~er Com~; D~ or Mat Coma w1~s ~e ~S Ins us'~ a my:! end bare Yost mend [id. `~e P=~tct~m ~ ~~d mI~ me ~ . -math. Th~s my =~:~= ~ kind of ~ phase magi. The phys'm! Ales (~'w p =d v`~s~W ~ ~ ot ~e ~~e 0~d depend Hem of Nest 0~s (~.g. 0~d ~ ~ Omd ~ ~ =d ~ - = ~~= ~~ Hewn ~ volume n C=, Carding ~ the ~~:~mg ~p~essu~: Cpi +~l _~ ~ ~] +~] -Cal (4 2) Wee= ~ ~~ ~ =d ~ d~m ~ tWO =~- sht~ Hu'Js (~-.g,. Car aM m0. ~e Ion ~ is d~h Swan ~ different acids. A value of one Nay the pie of hu'd ~ md 0 Y8~-~¢ 0t ~ ~~s ~ And 0. Vogue n val~s ~~ ~~ t~ t~ Andre Amp. The volume Gabon ~ md ~e may - ~~:n ~ of Hmd ~ ~ I~d by ~e em ~ = C PI . (4 3) The In of ~ 's governed by ~ *~)=0 .. of ~ ~ I. The h~gh-r~n See canting - ~ I) '~s ~sigr~ed to Become thme - Hems ~ m: Abel accurately the ~~ - of sharp ~ .~. At the oudet ~ =~e Unwary is defined. The e She ~ ~ Away ~~ due the hy- dms=~e c~s cawed by ~~;e of the cash Ion. Con~at~s have ~ =~d ~ Be K~- C~p ~~ ~e ~e co~s ~ ~e. The Bed ~d w'th Ace. 450.~0 =~s was general ~ ding {CEM<~D ~~d general. The eo~adons wem Armed on ~ ~~ter Dish ~ ~ in. The ~e pattem ~e sho~ ~n 5~ 5.2 ~ ~ ~~:~ng cb~r. The ~ment w,th ~ m=$~t ~s ~ in the neighs of ~e Ace. TO wan ~~t ~ ~e ship ~s showy in no.... (do) It ~s Awed ~ ~r the Ion of ~e Button domain whew £ ~ ~ In ~ ~ 0' ~~ Hu~s sh~ ~e ~e Yellow ~ In. In ~~s ' ads Subsurface capturing mom - ~s ~ mode:: of muld-~s D~ 0~m Hu~W ~ ~s Id; ~ s—~~= =d bird ~ ~ Wok—~d 0~. The method ~s m1~y simple on ~~= ~ds' but I~t l.S dI~t ~ Isle Em. The ~~ c~ - ng Unshod is ~ on It ted of ~ ~~ q~W which New ~e presence of one of ~e Herds ~nvolY~ in ~e—-~e Dow. T~ ~ or physics ink;> s sharp ~d ~ ~ ~~d ~ In ~e numenc sin. The u" ~ ~e UD scheme cams wry Bong snowing of ~ Id. The CO p~= ~e shad of He ~~e ~t ~ ~ same time ~}~- trMu=s non-phys~:t -ens ~~nd ~e inter ~~e =d p - ~~s vows of the Ague -on which am - - ~ prosily meanings Adds F~ 4. ~ W=r s~e ele - on al~ 85~P O Con~mh~p ( Calcu~;~? The pM~ ~~: An (ep) ~s sho~ ~n ng. 4.2 Fig. 4.~ ~~M p~e ~stnbut1~n -~met IBM" :: ~ :::: :: ~~ i: : :: ~~ ~ aft: :: ~ 5 ~ ·: 0~ '.~ O.. i....... o.~ U.D -C.t ~9.2

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S. Ma of Is Fig. 5.~: ~i~ o:~OF-~r ms~ (above) ~ :~ ~ mSul~ (~ - To Compaq ~e d~fii¢rcnt Is ~ ~~r ~ computed ~e pawing ~ pressure di~bu- dm ~ ~~e mmp - d ms~s~¢ ~m Huh m~- ~ ~ ~ Afire aid used ~ ~e Container Ve ~~' ~ ~ A~a Id. it. . - a,5 AD ~ -5 ~ ?0 o-5 -~.5 _~.O _~.5 H~ 5 ~ ~~partsQn of ~~e porn- ~ C - ~t - ~~ solution ( Imp d - Imp' Whop PATTERNS fear Me KRIS£} mn~'n=~p ~s£ ~ crimp=-: tom wem perched ~r ~e mMe] ~~ ~n him i: i: i:: ~~: ::: i:: : :~: : ~~ :~::~::~:: :::: : ::: : if: =d s:~kage, ~ ~n ~e me~:~ements. The wave pa' concept w~h p-$~O cIc~y stows divot In wave pane- - oh. in the VOF" E~le~l~;~n ~~¢ ~~s d~i~= ~ ~me d-~e f;ton~ Me Cumuli. Th'~s ~s d'ue ~ ~e =~al ~mp~ me ~~}~ed ~~ve The ~w w~e ~s mom M ~n the V~ Amp. This ~s expected .~3 9~,.,'~ C~i . e the ~~} D~ caleu.~n en w- ~'iYt By ~p ~Y:~. Al~ ~e Down her ~w = - is dee~r in ~e I solu- Lion. T~ authors ~~ve that Ads weld ~ some If-! e~ due ~ ~e hod some that is £~-

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tised The details of file stun waves are comDletelv different b the VOF-R NS solution local bow wave as well as the wave h ough at the fmwaTd shoulder se even more pronounced thm in the previous cases The f T held however show only limited similarity wish file expected Kelvin wave p Stem For file Athena test case file differences are much more signiEc mt The ~ OF code gives steeper md more pronounced waves The orientation of the main wave bough is different The ~ OF code also predicts the complicated struct res typically shad of file trmsom edge of semi displacement hulls PRESS RR DISTR 3UTION N A 2 R 5 TAN The overall pressme patted on the Containerwessel hull is comp Sable except for file higher pressure md local wave height ne T the tem The residual resistmce coetlicienr fiom file One t gads for file considered Froude- Number of 0 2599 are: 1000 CR Potential Flow Computation 0 47 VOF-Euler Computation 1 25 VOFRANSE Computation 1 45 Measured at KRISO 0 73 In case of file Athena semi displacement hull at Froude-Number 0 729 the results for file resistmce as compared to measurements Be as follow: l 1000 CR I Potential Flow Computation | 1 45 l VOF-Euler Computation | 0 92 l Measure at HSVA | 2 1 l This show that the qu mtitative accuracy is still not satisfacto y 6. Practical Considerations The fiee su face potential flow code V -SHALLO pro ides results which des Tibe the global wave p rem md pressure dish ibution well Although file computed wave resi tmce values are much more realistic than fiom e Therversions ofthe code, file qumtitative accuracy is still not sufficient Never- fLeless it is m efficient tool for hull fonm develop- ment, becmse grid generation takes typically less film one how md file computation, even for file One t grid is finished in less film tw homs on a Pentium PC in file practical hull fonm development cycle, much more time is needed to modify file hull fonm m the CA system For simple geometries the grid generation for file VOF-Euler code is also rather Pa t md shaight fmwaTd For more complex hull ton s it is however iffy' time consuming to generate grids wish suff- cient quality Although the method obviously cm reproduce details of file physical flow much better ah m the potential flow code, there is no adv mtage m accuracy for file resist mce m the considered examples The shong dependency of the results on gad resolution indicates Hat much timer grids se needed However the computation time for the One t gad was already 30 hours on a smgle Pentium PC For the fLi d case, file VOF-RANSE computations file time required to produce the computational g id is ce tamly the highest in the present comparison Today's practice using ICEM/CF as grid generator allow for approx I day for grid generation The gad si e used for this exercise was 450 fLousmd cells, file computation was pe ton ed using S nodes of a parallel machine (based on Pmnmn 600), last- mg apple ox 25 hour for 12000 iterations K = 120 A) The results presented in fLis article are promising This holds less for the accuracy of global results as for the resist mce of a ship but con ainly for the flow held phenomena such as the wave patted or pres- sure dishibutions it is ob ious Hat for practical applications potential flow computations are not yet so passed Newnheless, the held type methods solving either Euler or R NS equations are more promising for file futme Today's design process relies heavily on file use of potential flow codes for design optimization The present mvestigation how that more reEmed results especially in teams of details predicted m the flow held cm be ex- pected fiom ~ OF or lewl set methods As compu- tation time is still a major concern for these predic- tions, considerable effort is presently pend on pamllelising codes md running fLem on PC clus- 8. References G. Jensen, Z. -X Mi md H Soding, 1966: Rarkre Methods for the Solution of the Steady Wave Re- sistmce Problem, Si teenth Symposium on Naval Hyd odynamics, 1966 H Sodmg 1993: A Method for Accurate Force Calculation in Potential Flow, Schip Technology Rese Tch, Volume 40, 1993: G that ha g 2000: hrp:Ow w iih'uiowaedu/ godh- enbmg2000 /

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sleistungsprognose, HSVA Bencht 1567, 1994 (in Ge m m) conhibu i NAPA user meetmg 2000' vario C Schuma~m, 1999: Berechmung von reibungsfieien Schiffsumshomungen unter Verwendung einer ,,Volume of Fluid"-Methode zur Beschreibung de freien Wasserobe flk he, Ph. D Thesis, Ham- bu g 1999 C Schummn, 1996: Berechnung von Schiffs- m t m gen mit brechenden Wellen, HSVA 1, Dimud ic; AD Go m m, R. I Isa, M Peric (1967): A calculation procedure for t rbulent flow m comple geomehies, Computers & Fluids, 15, E Schreck, M Peric: Computation of fluid flow wfh a pamllel multigad solved' Int J. Numer Medhods m Fluids, 16, 303-327 (1993)

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DISCUSSION H Bingham Tech xcl University of Demmark, Denm uk I cm sumrised that you are Cole to conclude that Euler codes are not worth pursuing based on un- converged results Would 't you expect m Euler solution to converge using signffic Fitly fewer grid elements f m c RANS solver? AUTHOR'S REPLY I ogre Nat my conclusion maybe premature it is how ver based on the experience that no subst mticl savings in computational effort or grid generation have been observed Therefme, I believe that development work should be concentrated on R NSE applications DISCUSSION M R. ji University of Tokyo, Jcp m This papery Rmkine Source Method used uniform flow et first value es base flow of fiee su face But recently, double model flow or exact flow is used to R Mine Source Method es base flow How cutout do you thi k for base flow? AUTHOR'S REPLY According to our experience you save et most one iteration tep ff you use c double model solution es the start up This does not seem to make the extra complexity of She code worthwhile I do not underst Ed what you me m with the term "exact flow" in the coot :xt of the start up of c panel method DISCUSSION L Rahejc Indi m Petit te of Techmology, b din You have mentioned that in your first code, you used desmgulari ed panel medhod in pk e of con- emmn~l panel method I would like to k ow, how much cd mtage you gain by using this method over the con- emigre one bee mse sometimes you require to make adjustments in the did mce fi om the wall where the source is placed AUTHOR'S REPLY G Jensen In using desmgulari ed panel medhod w used the boundary condition in terms of no-flux across the panel Ed w did not find my problem with this Ed we have been using it for lo t ten years We even use it for fiee surface boundary The computation is very fast bee mse of no singularity being present

Representative terms from entire chapter:

hull fonm