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

Page
882
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Page
882
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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Combining A ccuracy and E ffciency with R obustness in S hip S tern Flow Computation A. van der Ploeg (Maritrme Research nstitute, T h e N etherlands) L. Eca (Instituto Superior Tecnico, Portugal) M. Hoekstra (Maritime Research nstitute, T h e Netherlands) Abstract Usmg c matme RANS-solver for ship tem flows as c starting pomt, we consider some possibilities to erJvmce eflflciency md robustness wifhout sarff cing acuray Among fhem me alterm~tive domcm de- compositions md vector izab le preconditi onmg tech- niques It is show fnat cgoodbahmcebetw enfl:x- ~bility, robust ess md efflciency c m be obtained md fnat it is ju tffed to negdect dfff sion in mcin sheam di ection md some of fhe cor~ctive terms 1 Introducidon For the use of iscous flow computations in fhe desigm process of ships, robust ess of the m merical solution pmcedure is c pre~equisite Praticclly this me ms that mdemecsoruible dema ds on g id qua lity, convergence of the iterctive sohtion is warrmted in fl w simoktions mder t pical ship opercti g condi- tions How wv, robust ess is m sewval methods ob- tained by sacrffcing a uray (for example by using fl st -or der di scret isati on) A d mger ous route , be mse fhe ~esults of c robust code have no pratical value ff not c certam level of acuray c m be ahieved it is one recson why considerale mphcsis is p t nowc- days on veriflcati on md val idat ion Mm e over, in view of usual time conshamts in ship desigm, it is desirale fnat c good quality sohtion ca be obtamed et low cost m c small am o mt of time (eflflciency) his pcper cim s to sh w how c good bahmce betwen robustness, acuray md eflflciency c m be obtamed in fhe compu- tation of the flow aro md c ships stern by solving fhe RAN S < qua t ions m c non-convent iom~l way Most methods for the c mputation of the vis- cous flow aro md ships employ eifher fhe pressure- correction or the artiflcicl comp~ bility method Recogmi mg fnat particularly for flows et ve y high Rey olds n mbers fhese itemtive medhods have dif- flculties in, respectively, restormg fhe couplmg be- ad reahing c stedy-state sohtion, m alterm~tive aproah hcs beff~ chosen his hcs g own out to fhe code PARNAS505, which is MARINs propri- etary RANS-solver for ships Hoekshc & Egc 1998, Hock trc 1999) his code is cunently in use for quality csses ment of hull desigms on ~equest of ship yards, r~vies md of her customers ~ our cpproah fhe coupling between the equations is mcmtcined in fhe iterctive solution, m impo t mt fator for robust- ness Reduction of the si:D: of fhe equation ys- tem is ahieved by dividmg the computation domcin mto mb-domcins Eah mb-domcin is c g id pkme roughly perpff~dicohr to the mcin st~eam clong the hull ~ fhe iterctive process these sub-domcim are visited in d wn tream di ection, which is ob iously fhe be t choice By c specicl update of fhe pres- sure fleld cfter such c weep f ough the domcin, the convergence rcte is erJvmced Between 40 md 100 weeps me usually sufflcient to ~educe the maxim m ncrm of the chmges of the non-dimensiom~l varictles betw en successive iterctions to below 10 4 Mme- over ehbomte veriflcation st dies have ben done et model scale R by Hoekst~a & Bgc 1999 md et full sccleR byEgc&Hoekshal999 After cbrief outlme of fhe origincl fectmes of PAR- NASSOS in Section 2, this pcper focuses on c n mber of new elements which bring us closer to m optim m m combini g robust ess, acmay md eflflciency I Fir t, the poss~bility is inchded to choose k ger sub-domcim he single-g id-phne sub-domcin hcs originclly ben chosen to minimize mem- ory requi ements, but on present-day mahmes memory is cmply cvaibble So it is now pos- sible to choose fhe size of the mb-domcins in the r mge fi om one g id pla to even the com- plete domcin ~ Section 3 I w will describe this techmique m mme detail 2 he systems of Imear equations are solved with preconditioned GMPES he p~econditioning

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technique, which performs well on c vector pro- cessor md is suitable for implementation on par- cllel mahmes, is partly re ponsible for eff- ciency md flexibility: it allows to choose She size of the sub-domcms between only one g id plume md She entire compnhtioncl domain it will be described m some d tail m Section 3 3 3 Originally, we discarded She dfff sion m She mcmtrresm direction md also c part of She con- vection terms m reversed-flow zones With larger mb-domcins as described alder 1 These terms c m readily be included implicitly, while in the pkme-by-pla version they c m be inco po- rcted explicitly (Section 3 4) it will be show that these temms are msig dic mt indeed inrep~e- sentative circ m st Aces, but that nevertheless The behaviour of the iterative solution is improvedby including Them Section 4 w illustrate The effects of the clove cd- ditions to PARNASSOS by showing re mlts of cppli- cation to the flow aro md The stern of The HSVA md Mystery takers Section 5 d scribes some current developments Croat how c flee no Ace m be mcor- pomted, md in The flncl Section 6 The main ahieve- ments are summarized 2 Original solution strategy As mentioned before, PARNASSOS solves The f fly coupled steady moment m md mass conserve- tion equations in primitive variable fomm, without ~e- sortmg to pressure conection methods or The artff- cicl compressibility cpproah Additional t mspo t equations associated with the turbulence model me h ected es uncoupled from mass md moment m equa tions he g ids are less med to be body-fltted, but may be generally non-or6hogomr1 hey are sketched towards the hull m order to resolve The g cdients in The bo mdary bye' he gowxning equations are inte- g cted dow to the wall (no wall functions used) even for full-sccle Rey olds n mbers he i herently ve y high c pect ratio of the cells near The hull puts high d m mds on the solver for The linear systems, which is one of The reasons to mcmtam the cm phngt~w en The equations m The iterative solution For turbulence modelling in PARNASSOS, The concept of the isotropic eddy viscosity is used it is possible to choose from c wide ridge of tmbu- lence models, varymg fr m algebraic models to sev- e~al two-equation turbulence models Ego & Hoeksh c 2000) A detailed description of the math maticcl model, The computaticrurl g id md the PDEs in curvilinear coordinates is given m R f Hoekshc 1999 Here w reshict ourselves to c sho t description of The dis- cretization ~ PARNASSOS The foll wing Smite dif- ference approximations are used: e For The m mericcl evaluation of th g id met- ric terms w use second-order, central difference schemes e in the continuity equation w use c second-order, th Copout backward scheme for the mcinsh eam derivative, md c thi d-order four-pomt scheme with c -i ed bits in nommcl a d gir6h-wise di~ec- tion e For The derivatives of The velocities that occur in The convective terms w use c second-ord r upwind scheme m sheamwise dinection, ad c thi d-order upwind scheme for The nommcl md gir6h-wise direction e For The g adients of the pressure m the momen- t m conservation equations w use c third-order scheme For stability reasons, the bias ht. to be opposite to that of The 'conespondmg' derivative in the continuity equation Hoek Ha 1999) e All second derivatives in The diffusive temms are dismetized by second-order central-dffference schemes vation equations are dismetized et let t second-ord r accurately To avoid negative turbulence q entities, only m The h mspo t equations in the turbulence mod- els we use c -i t-order upwind sch me for convection, while for diff sion The same dismetization is applied as in The m oment m conservation equations Application of The cfore mentioned dismetization leads to c huge set of non-linear tlgebr tic equations, to which quasi-Newton linearization is applied h or- der to reduce the size of The die rete equation yst m, PARNASSOS ut s a marching solution t h me The velocities md presume of one g id plume across the mamsOetm direction (say, a Bacon t mt pane), are solved simult meously The g id plumes are visited m d wn tr mm order, while the elliptic character of The RANS-equations is m merically nYmered by it- eration Each step of this iteration t h me inchdes not onh 6X dowmOetm sw ep th ough The computa- tion d ma:, m which The eddy viscosity, the veloci- ties md the pressme are updated, but also a upwind sweep in which only the pressme is updated in the t quel of 6 is pap r, this scheme will be denoted as The 'global iteration' The plare-ts-plane marching yields of comse enormous savings m memory requirements But the

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price to be pcid is tbat the upstr cm commumication of d wn tream occunen es may proceed mther sl wly vie the gdobal iterction process Neverdbeless, c robust solution procedu e bas be n ahieved u ing c proper pr conditioning tecbmiqu 3 New elements in solution proce- dure 3.1 Larger sub-domains If memory is not c serious limitation, fLe si:D: of fLe sub-domcms c m be in ecsed So, in the n w cp- proah, eah sub-domcin is defimed by c number (say, gg~l)ofconsecutiv gid-pimes Incsub-domcin fLe variables ce solv d simulta ously We con truct c ystem of lin ar equations, fr m which w obtam c corr ction for the pressu e md v locities et cll g id nodes m fLe cunent sub-domcm be r suiting coef- ficient matri is g times bigger tb m in the tmditiorul pimeby-pla cpproah m PA tNASSOS, ad con tains terms representmg the coupling betwe n the g pimescov redbytb sub-d mcm ~ the planeby-pi me solution trctegy we are used to cpply severcl steps of the quasi-Newton iterction m c sub-domcin m order to let the global iterction safely cor rge it tmn d out tbat wibb g > I it is possible to mcke only on tep of fLe qursi-N wton itemtion befor going to the next sub-domcm Hen e fLe global itercti m acoumts completely for tb non lin arity, while c sig ific mt saving in computation time is obtamed Let us denote fLe m mber of g id nodes m sheam- wise, nommcl md gi thwise di ecti m by NX, NY md NZ,rspectiv Iy~fLeextrmecaseofg NX(mb- domcm = complete domcm), the global itemtion be- comes the quasi-Newton iterction for the whole prob- lem ~ fnat particular case, there is no n ed for fLe pressu ecorr ctmg UPSh eam sw ep, which is nor mclly p ut of c global iterction cycle We fu fLer note fnat, even if g NX, fLe tmbu- len e m odel equation(s) is (are) still h ected es u m- pled fr m the of ber equations Suppose tbat fLe tb ee v locity components, fLe pr ssme md fLe eddy vis cosity wibb g id indices i, j, md k ce denoted, r - pectiv Iy, by u~jt, v~jt, w~ jt. P~jt md (Vt)~/t ben fLe complete non-linear pro'blem tbat is obtam d cfter discr tization c m be w itten es F{u~jt.V~it Wlit Ptit {V[i,jt) O mwhichF isav ctor-valu dfmctionwibb 5 xNXx NY u NZ compon nts if n coumts fLe number of global iterction steps, on cycle of the global iterction process consi ts of the following teps: I compute the eddy viscosity {v~),jt es c fu tion of u,jtl,v,jtl, mdw,jtl Inobberwords: solv fv,),jtaproximatelyfiom F{u,jtl v,jt 'W,jt -P,it .{V,i,jti O' If c one- or two-equation tmbulen e model is used. the h m port equrtion(s) are till solv d us- ing c pi meby-plane stmtegy 2 Imearize tb tANScquations, using {v~),jt computed ctov, md c mpute u,jt, v,jt, w,/t, md P,jt by solvmg the remltmg yst m of Im- ear equrtions to c prescribed acu ay Hen e w c umot expect c quadrctic speed of cor r- gence, not even when cll cor ctiv terms bav been linearized second-order acu ctely 3.2 The linear system solver As bas be n mention d ctov, fLe coeflflcient me- h i is g times larger tb m in the phneby-phne v r- sion of PA tNASSOS, md it contains coeflflcients which acoumt for the couplmg between the separcte 6=const mt phnes bis matrix will be denoted by A Let fLe entries of A be g ouped in blocks so fnat all elements multiplyi g fLe varictles m c ~ =constat pkme form c block Let su h c block, which itself is c square mch ix of size 4 u NY u NZ, be represented byon e tryA~:,inwhichi md/arerow mdcolumn mdices, with i for convenien e taken equal to fLe g id- mdex of the relevat ~ =con t mt pkme wibbin the cu - r nt mb-domcin As c result of the chosen discretiza tion, fLe block A,l ca onlybe non-7mo if 1/—il ~ 2 Hen e A bas the following pentc-diagorul sh u tme: dl cl fi o o o . c: d: e: fi o o . b3 c3 d3 e3 f3 0 O b4 C4 14 e4 f4 , . 0 0 be Ce de · (1) Usually, fLe coeflflcients e~ md f only contam ele- ments coming from the dicretization of the pressure derivativ in mcin str cm dir ction O Iy in case of fl w separction, these matrix elements c m clso con- tain mcll conh ~butions fi om the derivativ of the v - locities m mcin sheam di ection We ce faed now wibb the problem to solv the yst m of Imear equ~- tions Ax b Dir et medbods cc out of the qu s- tion sin etheyrequi e too much storage adfloctmg- pomt operctions ber for, w prefer to use a iter- ctiv medbod, suited for non-symmetric matrices, I kc

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Bi-CGSTABO ( m der Vcrst 1992) or G~PS~ (Sasd & Schultz 1986) Usuclly, the most expensive operctions in such medhods are th computation of i merpro ducts , vector up date s, md 6he matrixwect or multiplicetion in our particohr situation, 6he mch i - vector multiplication is much more expensive th m m i merpod ct or vector update Hen e w should mini- mi:m the m mber of matrixwector multiplications, md 6herefore we choose G~PS~ es the linear system solver (where ~ indicates 6~t G~PS is restarted eve y Mit step) 3.3 Preconditioning The sped of cor rgence of G~PS trongdy de- p nds on 6he eiger~lue spech m of A Ideclly, 6he matrix should have cll eigemvlues clu ter d; 6hen A would be close to the id ntity metri md G~PS will rapidly cor rge in order to brmg c given spec- h m closer to thet idecl situation, on c m use c pr - conditionmg techmique Instecd of solving Az b, on solvesM~IAz M-lb,inwhichMissomeap- proximation of A The mch ix M should be ec y to constn t md for c given vector z the comp htion of M-i z should be cheap There me several possibili- ties: on c m hy to cppro imete the mverse directly, for exemple, by using c poly omicl of 6he origirul matrix A How ver, the totcl n mber of matrixwector multiplicetiom will then not be less th m with full G~PS Therefore, w have chos n c dfffere t kind of preconditioning techmique: we exploit 6he fat that 6he equations me clmost parabolic in 6he str emwise di ection, byn glectmgthetemms e~ adf m (1) dur- mg the comtn tion of the pr condition r We note 6~t G~PS still hcs to solve 6he ystem of linear equations wi6h the coefEcient matrix (1) 6~t in hdes 6hese block This is the essenticl dffferen e wi6h 6he aproah m th phneby-pkme version of PARNAS- SOS, m which 6he systems of lin ar equations do not have my entries to aco mt for the coupling betw en 6he separcte 6=constat pkmes, sin e 6hey have cll moved to 6he right-h md side vector b The mchi M is conshucted m mch c way that it has the block shuctme ml O O c: m O b3 c3 m3 O b4 c4 ~ O O O O O O O . O O O . m4 0 0 . o O .. O O 2) 0 0 be Cc me ad it is mapproximation of dl O O O c: d: O O b3 c3 d3 0 O b4 c4 d4 ~ O O O O O O ... O O ... O O ... O . (~) O ~ 0 be Cc de Hen e m~ should be m cpproximation of 6he block d~ To that end we con tn t c coupled mcomplete LU- decomposition of d~ Then m~ i~U~ m which the fators i~ md U~ are sparse md low r- md uppe tri- ag lar, respectively The in omplete decomposition is constn ted on c 4 x 4 block-level Eah 'enDy' in i~ md U~ consi ts of c 4 >~ 4 block Bodh 6he con truction md the tri mg kr solves us- mg 6he fators i~ md U~ should not co t too mmy floeting-point operctions A other requi ement is 6~t bodh the conshuction of i~ md U~ ad 6he trimgmbr solves ca be vectorized The last requi ement im- plies 6~t th sparsity pattern of i~ md U~ should be r gmbr, so 6~t indi ect cdd essing c m be avoided Let 6he enhies of d~ be g oup d m square blocks of si:m 4 so that all elements multiplying the velocity com p on nts md pre s sure in c g i d p o mt fomm c b lock L t mch c block be repr sented by on entry The mch ix d 6hen hcs c b lock par s ity par em 6~t c orr - ponds to the followmg 9-point discretization ten il (4) The coefificients m C,~v, Ch3. CSTV md C5z are r htively smell, ad 6herefore, 6hose block me n - glected durmg the mcomplete LU-decomposition of d~ Fur6hermore, cll fill-m blocks me neglected Hen e the mch i i~ U~ hcs c block sparsity pattern 6~t corre ponds to the following 5-point sten il . U is (5) Bodh in 6he con tructi m of i~ md U~ md m the tri- agmlar solves there are no r curr n e rehtions when looping clong c diagonal of 6he g id This me ms 6~t by diagorul order mg, we c m w~ct ori:m the lo op s Ti i s m be regarded es c kmd of hype phne ordering Wheng 1,w usecspeciclprconditioningtech- nique, m which only the coefificients m C,~,, ad Cs~v,

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togedber with cll fill-m blocks me n glected Tbis pr - conditi onmg tecbmi qu bas not been vect ori:D:d, s mce computations in which g I are more likely to rum on scclar mahin s, instecd of on c vector processor or c parcllel computer As mention d ctove, it is not n essuy to solve 6be yst m of n m-lmear equations for eah domcm: it s ffices to cpply only on step of the qu~si-N wton itemtion ff g ~ 2 As c remit, 6be r quir d CPU- time bas be n re du cd by cpproximate ly c fat or of 10, compmed to the pkmeby-plane implementation of PARNASSOS if m clgebrcic tmb ien e model is used 6be redu tion m CPU-time c m be even more sin e 6be number of global iterctions d crecses by m- crecsmg g ff c on -equation cr two-equation tmbu- len e model is used, this favou ctle effect bas not yet occu red, which is probably du to 6be sh ongly non lin ar sou e temms ~crecsing the size of the sub-d mcms (ie m- crecsmg the valu of g) leads to higher memory r - qui ements Bel w we estimate the requi cd mem o y by listmg 6be most memory-comummg fields of varictles Herem N denotes the total number of g id pomts e Tbe velocities ad pr ssme, coordinates of 6be g id pomts, pr ssme of the pr vious sw ep, qumtities for 6be tmbulen e model: I IN vari- ctles Tbe mch ix: 4 x 26 x 84x ~ Tbe precondition r: 4 x 20 x S4x e Right-b md side md solution vector of linear sy - tem: 4 x 2 x S4x e For GMRPS, ff r started ewxy 25tt tep: 4 x 27X~z Togetb r wibb sewxcl fields of varictles tbat are not so large, we arrive et 6be followmg erLmote of 6be number of REAL*8 varictles to be stored: {~] 350g)N (6) order to in ecse 6be Adfiop-mte on on processor of the Cmy C90, memory bak co fiicts should be avoided Tber for, ff the lecding dimension of krge arrcys is c pow r of two, on the Cmy C90 it is m- crecsed by on Tbis gives m cdditional mcrecse of 6be memory usage by cpproximately 15% A very robu t shategy is to avoid the use of c marching scheme by choosmg g NX How ver, fi om m mericcl experiments it bas cppeared tbat the number of global itemtion steps does not mcrecse markedly ff g equals NX,, 2 mstecd of NX, while the memory requi ements c m ckmo t be balved 3.4 Including 'negligiblet terms Tbe fiow aroumd mor or less slender bodies I kc ships md cir rafts et high R y olds m mber is char- aterised by c domi mt fi w dir ction D ffusion in 6~t dir ction is pratically n glig~ble, md we bave discarded 6be cssocicted temms m the moment m con- servation equations in seri g up PARNASSOS Also 6be cor tion temms for 6be domi mt fiow dir c- tion bave clways be n tr cted somewbat differ ntly fiom 6be cor ction terms m the Ictercl dir ctions Although PARNASSOS bas been decling wibb fiows with b oumd uy Icyer separct ion in f Le sense tbat there iscrgionwher thefi wisagainstthedominmtfi w di ection, w bave cssumed fnat fLe reversed-fiow r - gion will be of relatively small extent md fLerefore with low cor ctive h m port cgamst fLe mcin fiow As c consequ n e we bave neglected the corre pond- mg cor ction term Wbile in c planeby-pkme marchmg scheme the 'n gligible' terms bave to be in luded explicitly, i e m the right-bmd side w~ctor, m c sub-domcm of g ecter extension fLe neglected terms c m recdily be mcluded implicitly Accordingly, w bave ir ti- gated fLe role of these terms to confirm fnat fLey are negligible mdeed md to verffy their effect on fLe con- vergen bebaviou 4 Numerictil results Tbe present comparisons are pe fommed for fLe ccl- culation of fLe fiow aroumd the HSVA-t mker et model sccle R y olds number, R 5 x I o6, md aroumd the Mystery Tmker both et model sccle R y olds m m- ber, R S x I o6, md et full sccle R y olds m m- ber, Rn 2 x 109 Except for fLe HSVA-taker, wher C beci-Smith's algebmic tmbulen e model is used (Cebeci & Smith 1984), the r suits showninthis section w re g n rcted usmg Menter's on -equation model ~nter 1997) Tbe g id aroumd fLe HSVA- tmker consists of 137 x 81 x 37 nodes in longitudi- rul, wall-nommcl md gi thwise di ection, r spectively For the cclcoktion of the fiow aroumd tb Mystery tmker et model sccle the g id consi ts of 161 x 81 x 41 nodes For fLe f 11-sccle computati m m in r csed number of 121 g id nodes is used in wall-normcl di- r ction, brmging the total number of nodes for 6~t case to ckmo t I milli m Although the g ids used to genercte the results shown in 6bis section cover only

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6he ~egion aro md 6he afterbody of the ship, the cur- ~ent impleme htion of PA tNASSOS zll ws to :x- tend the domam to mclude the b w part zlso he inlet ad outlet p me are z=con t mt pla s he inlet phne is located zt z 0.5l (midship) md 6he outlet p me zt z I.25l he exterm~l b mdary is m elliptical cylmder, giv by: y ~ (z—0.056l\2 l: ~0.149) ~ 0.140 / he ~emainmg bo mdaries are 6he still water surfae, p me z 0.0 5 6l, the symm etry p me of the ship, y 0, ad the hull surfae 0 6he hull smfae w specify Di ichlet conditions for 6he th e v locity components, zs dictated by 6he no-slip ad impemmeability conditions On the sym- met y phne of th ship, z Di ichlet condition for 6he v locity component normal to 6he bo mdary is used, ad Ne marm condition for bodh t mgential v locity components in 6his secti m, fiee surfae effects me not t kff~ into aco mt, h nce on 6he still water sur- fae bo mdary we use similar symmeby conditions (doublebody c mputation) Section 5 presents some current dev lopments aout how to incorporate flee surfae effects Bodh zt 6he outlet phne md 6he exter- rul bo mdary, a e at condition is not a~ilable for z computation domam of finite extent Hence 6he lo- cation of 6hese bo mdaries determines for z g et deal 6he quality of the bo mdary cond6tions At 6he exter- rul bo mdary we impose Dirichlet bo mdary condi- tions for 6he pressure ad for the v locity components t mgential to th bo mdary, deriv d from m i viscid- fl w computation At the outlet p me, w take as 6he bo mdary cond6tion that 6he g zdie t of the pressure m longit dim~l di ection v mishes At 6he mlet p me, w use Di ichlet bo mdary conditions for the v loc- ity components f diff sion m mam sheam di~ection is not t ken into aco mt, this completes 6he set of bo mdary conditions if zll diff siv terms are t ken mto aco mt, we use zs ext~a bo mdary condition at 6he outlet phne that 6he normal derivativ s of th v - locities v mish f z one-equation turbulence model is used, suit- zble values for 6he eddy viscosity (deriv d wi6h 6he zid of m zlgebraic tmbulence model) are imposed on 6he inlet bo mdary, while v~ is set to :D:ro on z no-slip bo mdary as well zs on 6he exterm~l bo mdary At 6he odher bo mdaries, w use sim ilar bo mdary conditions m 6he tmbulence mod is zs for mass md moment m equations A illustmtion of z poss~ble effect of choosing large mbdomams is show m Fig I ad 2, which sh w 6he convergence behavior for 6he computation of 6he flow aro md th HSVA tarker on model-scale Rey olds n mber f g NX,,2 the whole separation region is contained in one mb-domain, in tead of bei g dis- h~buted ov r more, ad z considemble improv ment m the convergence behavior c m be obtzmed We lik to point out that on the v rtical axis the maxi- m m L~)-nomm md not the more common L -nomm (which would hav mggested z much smoother con- v rgence behavior) is measmed he CPU-time on one processor of z C zy C90 for the computation cor- ~espondmg with Fig 2 is zpproximately I O minutes 100 i ID . 10 10 ' 10' i,\ T~_,, `` ; 0~2 ~ ~~ 0 ' ~ , ~\ dp - - - dw dev 10-8 ic 20 i~ lo so Numbar of 9 oba t rat ons Figme 1: Convergence behavior for HSVA-taker, C beci-Smi6h's turbulence model g 4 Rn 5 x Ne t, we st dy the effect of t kmg into a o mt zll convectiv terms on 6he convergence behavior of the global itemtion Fig 3 sh ws 6he convergence be- haviour for 6he computation of 6he fl w aro md the Mystery tar ker on m odel-scale Rey olds n mber 6~t m main tream di ection is d opped, whe~eas Fig 4 shows the cor~rgence behavior obtained when zil convectiv temms me t ken mto aco mt It zppears 6~t t king all convectiv terms mto aco mt has z tzbilising i fluence on the global convergence be- havim his is c msed by 6he second-order upwind scheme for th g zdients m 6he t~eamwise convec- tion, which giv s z positiv conh ibution to the main diagorurl of the coeffcient matri For comparison, Fig 5 shows the convergence behavior m case g I, also for model-scale Rey olds n mber It zppears 6~t 6he n mber of global itemtion steps slightly mcreases ff g is inmeased from I to 4 How v r, 6he requi cd CPU-time is reduced considerably smce zt eah do-

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100 _ 10-' 10- 10 10 ' 10-' 10' 10 ~ _ 10' "~:.'.~\ , _ \~ ~ F~ I I 10 zo 30 do so Numbol otg obal wratons dp dv dw dw Figme 2: Convergence behmior for HSVA-tarDcer, C beci-Smif 's tmbulence model g NX, 2 Rn sxlo6 ~n ~ M nter's tmbulence model No terms oglected g 4 Rn s,~lo6 Figme 3: Co orgence behwior Mystery tarD~r, M nter's turbulence model St oomwise co oction neglectedinr or od-flowzo o g 4 Rn s,~lo6 10' , 1 n 10 10' ~ Figme 5: Co orgence behmior Mystery tar~cer, M nter's tmbulence model No terms oglected g I Rn s~lo6

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main only one step of the quasi-Newton method is applied per global itercti m tep Fig 6 sh ws She converge Be behavior obtained by i xeasmg the size of She mbdomams g 16) it appears mat, m con- ha t wish the results show m Fig 2, She speed of converge Be is not improved by choosing She value of g larger th m 4 This c m be explained by She fact At in Menter's model She converge Be behav- ior c m be d teriomted by trongly non-linear so t Be terms, whereas in Cebeci-Smith's tubule Be model She eddy viscosity is c mpletely delerromed by She velocity field The CPU-times on one processor of a C ay I: 90 for She computations cone pondmg with Fig 4 md 6 me approximately one hour We note that in practice it is s fflcient to red Be the maxim m of the ch mge in She pressure to below 10~5 He Be in that case She amo mt of req ired CPU-time is sig die mtly smaller Figure 6: Converge Be behavior Mystery tarDer, M nter's turbule Be model No terms neglected g 16 f s5 1lo6 Next, w study She i flue Be of the Rey olds m m- ber on the global convergence behavior Comparing Fig 7 with Fig 4 shows At She speed of converge Be d creases somewhat, but the mcrease m the m ml er of iterations is not ve y d cmatic This is in accord mce wish previous experie Be that She corergence peed of PARNASSOS is essentially mdependent of f in 6 is case, the requited CPU-time is approximately i hour, the mcrease being mamly due to the mcreased n mber of g id nodes ~ order to st dy She elf at of the terms that have l en neglected so far m PA tNASSOS, some integ al ID 10 ID 0 _ 0- ~ 1 is 0 ,~, Number of 9 oba t rat ons Figure 7: Converge Be behavior Mystery tacker, M nter's tubule Be model No terms negl Ted g 4 f ': 1~:~ q mtities md maxim m,mmim m mdmemvalues of the urJcoow s me given for the My te y tarDcer in Tables I md 2 The different versions of PA tNAS- SOS have been mdicated as follows e PNS: sheamwise dfff sion md convection in streamwise flow separctim legions, fUI < 0), are neglected e PNS: Onlyneglects sheamwise dfff sion e PNS : No temms in the RANS OCR for page 890
The integrals in the definitions above are calculated with Gaussian quadrature rules assuming a bi-linear variation of the unknowns between the grid nodes. The area Q for the calculation of the wake fraction is the propeller disc which has been defined by: · x = 0.989L · Axis of the propeller at z = 0.0166L · Hub radius equal to zero. · Propeller radius R = 0.015L. The maximum, (max.)' minimum, (min)' and mean, (med)' values are obtained for the following flow vari- ables: · Us, axial velocity. · Vw, cross-stream velocity, ~/(U2~2 + (USA. · UOT, axial velocity at the outlet plane. · Cp, pressure coefficient, Cp = p/ 2 p (U ~ )2. vt, eddy-viscosity scaled by UiL. Version CD X 104 CD X 104 Umed VWmed X 10 CPmed x 10 (Vt~med X 104 Wf Umin Umax (Umin)O V Wmax CPmin Cpmax (Vt~maX X 104 Table 1: Model Scale Rn = 5 x 106 PNS++ 1.606 0.741 0.652 0.632 -0.361 0.262 0.619 -0.068 1.064 0.686 0.311 -0.111 0.148 1.261 . PNS 1.605 0.747 0.653 0.631 -0.361 0.262 0.624 -0.121 1.064 0.687 0.310 -0.111 0.149 _ 1.267 PNS+ 1.605 0.747 0.653 0.634 -0.364 0.262 0.621 -0.071 1.064 0.687 0.311 -0.111 0.149 1.265 The results in these tables show that the effect of the "missing" terms is very small, especially for full scale Reynolds number. However, in case of flow re- versal, the missing convective term has a larger effect on the maximum reversed flow velocity Umin. Fig. 8 shows the limiting streamlines computed by PNS++ both for model scale and full scale. A 0 in the figure indicates where flow separation was detected. The results of PNS and PNS+ are not shown in these Version CD X 104 CD X 104 Umed VWmed X 10 CPmed x 10 (Vt)med X 104 Wf Umin Umax (Umin)O V Wmax CPmin Cpmax (Vt)maX X 104 f ? ( ~V) ~ Table 2: Full Scale, Rn = 2 x 109 PNS 0.791 0.537 0.657 0.633 -0.304 0.109 0.353 0.000 1.073 0.804 0.410 -0.155 0.203 0.626 PNS+ 0.791 0.537 0.657 0.633 -0.304 0.109 0.353 0.000 1.073 0.804 0.410 -0.155 0.203 0.626 T PNS++ 0.791 0.535 0.657 0.632 -0.303 0.109 0.353 0.000 1.073 0.803 0.411 -0.155 0.203 0.626 Figure 8: Limiting streamlines Mystery Tanker, above: Rn = 5 x 106, below: Rn = 2 x 109

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nn4 nn~ 0.02 \ 0.0 1 ].QO~ 0.01~ 0.02- 0.oo 0.01 0.02 0.03 0.04 y/L + ozo 030 040 K O 50 090 070 9 0 RO Fig;ure 9: Isolines Ul for ~ 0.989l, solid 1ine: PNS, dotted: PNS , d4shed dotted: PNS Rn 5 >~ I O9 O.E 0.02 \ 0.01 . . 1.00 .04 ' / ~ ~ + 029 ~ / / / ~ 030 0.03 1 / ~ o 040 1 1 1 / ~ oso 11 / ~ 070 ~// ~ 050 // ~ 9090 N . 0.01 0.02 ooo 001 002 003 004 y/L Fig;ure 10: Isoli es Ul for ~ 0.989l, solid ii e: PNS, dotted: PNS, dashed dotted: PNS Rn 2xlO9 003 oo \ oo~ nno A n~ . :~/ ~ : ~ O.OZ ooo 001 002 003 004 Ott ot4 ot6 017 ot9 02t 024 025 027 y/L Fig;ure 11: Isoli es Cp for ~ 0 989l, solid ii e: PNS, dotted: PNS , d4shed dotted: PNS Rn S~lo6 0.04 `~ 4 003 // / / 002 M ///~ ,/'//~ ~ 000 ~ /? 001 ~ ~ 0.02 ooo 001 002 003 004 Ott 014 ot6 ot7 ot2 02t 024 025 027 y/L Fig;urel2: Isoli es Cp for ~ 0 989l, solid ii e: PNS, dotted: PNS , d4shed dotted: PNS Rn 2~109

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on nn on \ 0.0 o.o 0.02 000 001 002 003 004 y/L 405 415 425 435 445 455 465 475 485 495 505 F'gme 13 1 olin s g~ofv ~ fm 89 ohd nn! 0.00 t ].0 0.02 000 001 002 003 004 y/L Figme 14: Isolines LoglOfv~) for ~ 0.989l solid line: PNS dotted: PNS dashed dotted: PNS R 2>~109 004 0.03 00 001 onc nn~ 0.00 0.01 0.02 0.03 y/L + so 45 0 40 ~5 30 zs zo Figme 15: Logl O of th di fe~ences between PNS md PNS in the mcg itude of the tr msv rse v bcitv vctorforphnex 0.989l Rn Sx106 0 ~4~5 003 ~ 0 ~40 ~ 445 1 ~ 30 ~4~55 0.02 )~ 6 ~25 485 ~ \1~/ / 485 \ 0.01 |j~,// / 000 :~ 00 ) \\\ 002 ~ ~ \ + 0.00 0.01 O.OZ 0.03 0.04 y/L Figme 16: Logl O of th di fe~ences between PNS md PNS m the mcg itude of the tr msv rse v bcitv vctorforphnex 0.989l Rn 2>~109

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figures, because these limiting rresmlines me vi t - ally identical O Iy m the neighbourhood of The prop I ler planes the computed velocities md pressure differ slightly Therefore, Fig 9-14 sh w the com- putedresultsindhepropellerpla x 0.989l These results show that the effect of The neglected terms is not large, md for model scale R y olds m mber, The d fferences are located mainly in the region that con- tains -I w separation From These figures it appears That for f 11-scale R y olds m mber the i fiuence of The rrsdionslhy neglected terms in PA BASSOS is even mcllerthmfor mod 1-~t R y olds n mber D spite These small d he~encei, The velocity fields computed by PNS md PNS sh w hardly my dif- ference, es is clearly demon trctedby Fig 15 md 16 They show The isolines of The Logl 0 of The differences m the mcgmitude of the transverse velocity vector Fig 15 shows the results for model-sccle R y olds n mber in The propeller plume, whereas Fig 16 shows similar re mlts for full-sccle R y olds m mber 5 Current developments: Incor- porating the free surface By basing The m odellmg a d The solution cpproah on The physics of the problem considered, m accurate, efficient md robust method has thus been obtained A similar philosophy md riles our crorenr research on mcorpomtion of The tree smfae Viscous effects on the wave pattern of c ship me Restively limited, md are essentially cord ad to The tem are if we tee the tem waves md wake out of taco mt for c moment, experience from vali- datiom shows That the nonlmear fiee-surfae potff~- ticl -I w model cm produce a mate predictions of The wave pattern A tANS-sohtion subject to The kinematic md dynamic fiee-surfae bo mdary condi- tions FSBC) should reproduce the same _9e pat- tern everywhere except m The tem melt Conversely, ff w -i st use c potential flow code to compute The wave pattern, md Then solve for The viscous flow m- der That given wave surface (imposing just The kme- matic FSBC), we should get The same solution, i e The dynamic condition should be automatically satis- fied es w 11 Fig 17 ilhstmtes The result of 6 is com- posite cpproah Wmdt & Hess en 2000) based on The codes tAP D Oven 1996) md PA BASSOS, for 6heSeries60modelatFn 0.316. Rn 34x106. The bottom huff shows isolines for The wave elevation aro md the cfterbody, The top half sh ws the cone- ponding isolines for The en or m the dynamic FSB C, expressed es c wave elevati m difference The error is sigma mt only m The tem area md is negligi- ble eve wh re else Therefore, for mo t of the do- mcm w have Weedy fo md c solution equivalent to c f 11 RANS FS solution, with a effort ju t marginally Urger thm that for c doublebody RANS solution This easy md most efficient procedure will soon ~e- pkce The doublebody Afro toh for m ost of our p~a- tical computations R m tins, however, the stern are a where viscous ef- fects on The wave pattern me present, es show by the Urger pressme differences et the wave surface Lo- cally, c full RANS FS method is still needed While most such methods use c time-depffndent solution cp- proah, msteady waves may deny the cpproah to teddy state considerably We prefer to solve the steady form of The fiee-surfae problem, by ite~a- tion rather 6 m by time-stepping Refs Raven & m Br mmelen 1999ad mBrummelff~&Rcven2000 derive c new fomm of The FSBC Citable for iterative solution, md show The superior performance for c 2D test case The iterative process converges ve y la t, ad The total effort is just 2 or 3 times That for cor- respondmg problem without tree smfae The same aproah is n w bemg implemented m PARNASSOS to be tested in 3D, ad will hop huh suppl merit the composite procedure jn t described 6 Conclusions The re mlts for The My te y t mker have show That the effect of the temms that have been negdected so far m PARNASSOS is indeed very small B pe- cially at full scale R y olds m mber, it is justified to omit diffusion in main tream di ection altogether md to discard part of the convection terms m regions with -I w separation H wever, especially The Utter temms m have a positive i fiuence on the omen 3mx:e be- hsviour 11 ~relore, it is better to take all convective terms mto taco mt It The cunent production version of PA BASSOS, we also take The sheamwise dfffih non into a o mt Although we have d monshated That The effect of this temm on both the convergence behavior md the computed results is ve y small for The Mystery t mker, taking all temms mto taco mt re- moves my do ht in this re pect The new feature in PARNASSOS, a spa - marching solution with sub-domains of h get size 6 m a single g id plume has improved The efficiency ad The fi:xibility: it is n w possible to choose the sin: of The via domains m the rmge from one-g id- phme to even the complete domain The phmeby- phme solution sh ateg -has The advmtage that it is ve y efficient with respect to memo y usage A fill scale compohtion using I million g id pomts c m be done onaPCwi6h only 64Mhyte of mainmemo y

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n1L 02 04 06 08 1 xlL PP Figme 17: Cpmposite sohtion for viscous flow mder wave suriape Bottom hcff: wave elevation aro md stern (mm p~d) Top half: error m dynamm FSBC (vi pous), expressed as wave elevation differe pe Contour interval O OOOSl. The multi-pkme tmtegy, on the odher h md, hcs 6he cdvmtage that it is faster, mcmly bec mse the qua si- N wton Imearization process pm be shffted to 6he global iterction in praptice, the best tmtegy cm be chosen depff~dent on 6he mcchine a~ihtle for 6he computations Treating 4 phnes simultmeously seems c good choice in mmy pmpticcl situations in 6~t case, 6he memo y requir ments mcrease only by cpproximately c fcotor of 4 compared to the phne- by-phne solution shategy Even c flow compubtion at f 11-socle Rey olds m mber c m 6hen till be done on c workstatipm or c PC 6~t contsins et lecst 256 M ytes of m mo y ff enough computer memory is a~ihtle md ff m algeb~aic tmbule pe model I kc the Cebeci-Smith model is used, mcrecsing 6he size of 6he sub-domcms is c good option smce it red pes the m mber of global itemtion teps ffMenter's turbule pe model is used, 6he n mber of global itemtion steps does not decrecse sigmffcmtlybymcrecsingg h 6henearflure,w hope to remedy 6his phenomffmoby hectingthe non- linear sompe temms diffe~ently More 6 m 80 % of the CPU-time is pent on 6he solution of the systems of linear equations, usmg p~e- conditioned GMPES The Mflop-mte that is obtamed on c ptor computer like 6he Cmy C90 is quite high: on one processor of 6his mcchme, cpproximately 300 Mflop/sec is cthined This is cchieved by choosing c suitdole ordering m 6he computation which cl c m- vents recmre pes in 6he consh ption md cpplication of the p~econditioner We are co fldent that 6he erJumcements i po po- mted in PA tNASSOS es descobed m this pep r have brought us closer to the optim m combim~tion of fl:x- ~bility, cocurapy, effciff~py md robustness in ship tem flow compubtions Acknowledgements The mthorswishto6 mkH Rcvenformmystim- ubting discussions md m merous mggestions for im- proving 6he presentation of 6he pcper Th y clso th mk 6he miversity of Utr pht for the fort m routine 6~t implements GMPES~ References [1] TCebedandA.M.O.Smdth,Ano/ysuofTurhr lent Boupdoy yens AcademicP'ess,November 1984 [2] L. E;a and M. Hoekstra, On the m mericcl ver- ffcation of ship stern flow calcoktions h poper pres pted ot the MA NET w rkshop, Borcelono, Spoin, 1999 [3] L. Epa and M. Hoekstra, N merical Predic- tion of Sccle Effects in Ship Stern Flows with Eddy-Viscosity Turbule pe Models h Twmy Th ind Symp s ium on Now I Hyd mdyn mics Appl i cohons t Ship Flow o d Hull Fo m Derign, Os oko, Jop p, September 2000 [4] M. Hoekstn' and L. Epa, PA tNASSOS: An ef- flcient medhod for ship stern flpw cclculation in

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Thind Osok CollogulumonAdw ced CFDAppli cohons to Ship Flow and Hul l Fo m Design, Os ok, Jopan,1998 [5] M. Hoekstra and L. Epa, An example of error q mtification of ship-'ehted CFD results in Sew m6h Confe~mce on Numericol Ship Hydnodyn m ics, Nantes, Fnance, 1999 [6] M. Hoekstra, Numencol Simulation of Ship St rn Flow w ith o Spoce Morch ing Novier Sto kes Method Ph thesis,MARIN,Wzgenmgen,1999 [7] FR Menter, Eddy Viscosity Trasport Equa tions md Thel Rehtion to 6he k—~ Model Joum nol of Fluid Engineering, 119:876 884, L cem- ber 1997 [8] H.C.Raven, ASoluLonMethodfw6heNonlin eor Ship Wove Resut nce Pnoblem Ph 6hesis, MARIN, Wzgenmgen, 1996 [9] H.C. Raven and H. van Brummelen, A new aproah to computmg steady flee-surfae viscous fl w problems h Ist MARNET CFD w rk hop, Boncelono To be downlooded f om http:/wwwmorin nVpublicotions/pgmetu t nce html, l 999 [10] Y. Saad and M.H. Seh~dtz, Agenerali:mdmm- lmal residual zlgori6 m for solvmg nonsymmet- ric linear yst ms SIAM J. S i Stotut Comput, 7:856 869,1986 [11] H. van Brummelen rmd H.C. Raven, N merical sohtion of steady flee-surfae Navier-Stokes flow h 156h Int Work shop on Woter Woves and Flooting Bodies, Coesoneo, Isnoel To be downlooded f~m h ttp://ww~ morin n Vpublicotions/pg~esu t nce html, 2000 [12] H.A. van der Vorst, Bi-CGSTAB:A fast md smoothly cor~rgmg varlmt of Bi-CG for the so- hti m of nonsymmehic linear systems SIAM J. Sci Stotut Comput,13(2):631 644,1992 [13] J. Wlndt and H.C. Ravea, A composite proce- dme for ship viscous fl w with fiee surfae 2000

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DISCUSSION A. Sanchez-Caja VTT Manufacturing Technology, Finland In your very interesting paper you mention that the outlet plane for your computations is located at x= 1.25L, midship being located at x=0.5L. This means that the position of the outlet plane relative to the aft-perpendicular is 0.25L, which seems to be too small. Have you checked the influence of the outlet plane location on the results, for example on the value of the drag coefficient? AUTHOR'S REPLY The choice of the location of the outlet plane is based on our experience and is a compromise between maximizing grid density and minimizing the influence of approximate boundary conditions. The inexactness of the boundary conditions on the outlet plane is in the first place related to the condition imposed for the pressure. Where in most methods a Dirichlet condition (undisturbed pressure) is applied, we use a less restrictive Neumann condition that allows the selection of a smallest domain size, without significant loss of accuracy. As an illustration, we give some results for the Mystery tanker at model scale Reynolds number. The table below summarizes a few meaningful results for three positions of the outlet plane. It appears that the computed data hardly changes when the position of the outlet plane relative to the aft-perpendicular is moved from 0.25L to 0.365L. Furthermore, the plots of the isolines of the pressure and velocity distributions obtained with the outlet plane at x/L=1.365 are virtually identical to the plots shown in Section 3.4, where the position of the outlet plane is atx/L=1.25. On the other hand, by moving the outlet boundary to, say, x/L=2.0 and keeping the same number of grid nodes we would observe a much more drastic effect on the solution. So positioning the outlet plane at xlL= 1.25 is a deliberate choice. Table 3: Computed values for several locations of the outletplane.Rn=5xl06 xlL 1 1.135 1 1.250 1 1.365 CD X 10 1 1.605 1 1.606 1 1.606 CD X 10 1 0.688 1 0.741 1 0.744 Wf 1 0.624 1 0.619 1 0.619 U min 1 -0.069 1 -0.068 1 -0.068 U max 1 1.064 1 1.064 1 1.064 Vwmax 1 0.310 1 0.311 1 0.311 Cpmin 1 I. 1 10 1 -O. 1 1 1 1 -O. 1 1 1 l Cpmax 1 0.148 1 0.148 1 0.148 1

Representative terms from entire chapter:

convergence behavior