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

Page
243
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Page
243
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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Flow- and Wave-Field Optimization of Surface Combatants Using CFD-Based Optimization Methods Y. Taharai, E.G. Paterson2, F. Stern2, anct Y. Himenoi (iOsaka Prefecture University, Japan, 2University of Iowa, USA) ABSTRACT This paper concerns flow- and wave-field optimization of surface combatants using CFD-based optimization method. The main focus is placed on development of a high performance optimization module for application to Model 5415 hull form optimization, which is capable in combination with CFDSHIP-IOWA version 3.02, a RANS solver based on higher-order upwind finite difference and a projection method for velocity-pressure coupling. The optimization scheme is based upon the work of part of the present authors wherein tanker hull forms were optimized for minimum viscous resistance. The module is general in formulation, and basically independent from basic flow solver, e.g., different RANS solver or inviscid-panel method can be used with arbitrary combination of constraints and objective function to be minimized. In the following, an overview is given of the present numerical method and results are presented for flow- and wave field optimization of surface combatant Model 5415 hull form. NOMENCLATURE p piezometric pressure Hi, p2,etc. design parameter mx axial vorticity a,b parameters in modification function . . . b~J,g9, etc. geometric coefficients B(x,z), etc. modification function, B approximate Hessian matrix CB block coefficient pressure coefficient (=2 p /p Uoo2) frictional resistance coefficient pressure resistance coefficient direction vector benchmark data, drag comparison error objective function Froude number (=U~/(gL)0 5) g gravitational constant G~,G2,etc equality constraint functions Cp cd(f) Cd(P) d D E F En Hl,H2,etc. inequality constraint functions L characteristic (ship) length, lift P,Q,R grid clustering and stretching functions r grid refinement S simulation prediction Rn Reynolds number (= Uo~LIv) u,v,w fluctuating velocity components Reynolds stresses ~ vi~ v} U. V, W mean velocity components Uv UD,etc. uncertainties UOO characteristic (freestream) velocity x, y, z Cartesian coordinates v kinematic viscosity p density ;~,:2,;3 body-fitted coordinates INTRODUCTION Naval surface ships in the 21St Century will be radically different from those currently in the U.S. Navy fleet (e.g., Webster and Mutnick, 1998). As such, much of the current design database, which has been developed over the past 50 years, is not directly applicable, i.e., the new concepts are "out of the box." Fig. 1 Naval Combatant (US Navy Photo) Since it will be prohibitively expensive to quickly expand the design database through model studies, there is strong motivation to develop simulation-based design tools.

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Currently, CFD is used es m analysis tool to study alternative designs Although e tr mely valuable, 6 is cpproah s hers She limitation that it doesn't identify th optim m desig This is She motivation for developing CFDbased optimization tools wh rem automatic determination of opt m m shape is part of th simulation To develop c shape optimization tool, 5 components must be built md are common among all the different cpproah s Fi st, the optimization problem, which consists of She objective f motion (e g, minim m d fig), desig variables, md con tramts, must be formulated Second, c geomeh y h mdler must provide c Imk betw en th desig variables md c body shape defined by th con tramts Third, c high-performance, genercl-purpose CFD code is requited Forth the ystem must be able to generate or mod h the comp tatiorurl g id es She shape evolves Finally, c medhod is requited to solve the nonlinear optimization problem formed by the objective fixation mdcontramts Some of She earliest work on CFDbased optimization methods was in the serf pace comm mity md focused on optimization of 2D foils for maxim m Ifft to d cg performance (e g, Hicks et cl, 1974; Hicks md Hem, 1978) Until very recently, the principal obstacle m ihrFe optimization was She large computational co t of evaluating She sensiri ity of She objective faction to variation of She desig pa3meters This is t pically done though repeated cclcohtion of the flow Given th development mbothCFDmethods mdhigh-pe formance parallel computers, 6 is hr. oh tale ha been g ectly reduced As such, CFDbased optimization methods have sever rapid evolution in the zero pace comm mity including f 11 co fgmations (Jcmeson et cl, 1998), i tempt flow >! tems Perry et cl, 1998), m tructmed CFD methods Elliot md Perspire, 1998), md geometry h mdler algorithms based upon anetics md mech mics of m~tmcl evol non (2hu md Ch m, l 998) In the ship hyd odynamics comm mity, similar development hr. taken pace However, due to geomeby md phy ics (i e, free surface) which me more complex thm Nat associated wish c wmg, development md application ht. been slow r thm that in the arospa comm mity Application to ships was initiated f ough the use of solution to the Ne marm-Kelvm problem for mimmization of wave making h sist n e More recently, advancement of CFD ht. erLtbled th use of tANS methods wish nonlinear prod cmmmg for minimization of either viscous resistmce or nominal wake dished tion leg, Larsson et cl, 1992; Hcmasaki et cl, 1996c; Hcmasakietcl,1996b) Therecent3~3OsakcColloqui m (i e, OC98) on Advanced CFD Applications to Ship Flow md Hull Form Desigm Indicates that optim ization methods are am ehy being developed in the ship hyd odynamics comm mity Hino et cl, 1998; Suzuki md Mets moto, 2 1998; Taharc et cl, 1998) in general, OC98 show d that optimization methods are cable of stern ihrFe optimization for minimization of viscous nisi tance However, k ge compuhtiorLtl co t is still c major issue, but one that cm be overcome ff parallel high-pe formance prod cmmmg technique is adopted This paper concerns flow- md so t~e-lield optimization of surface combatmts using CFDbased optimization method Th mom focus is placed on development of c high pe 1:3nnul e optimization module for application to Model 5415 hull form optimization, which is capable m comhirLtrion with CFDSH P-IOWA (Stem et cl, 1996; Peterson et al, 1998; Wilson et tl ,1 99S I, c genercl-purpose parallel multiblock RANS code based on hig)~er-order m pus md Mite difference md c projection medhod for vebcity-phssure co pli g T e optimization scheme is bat d upon the work of pat of She present authors (Tsars et al , 1 998; Tsars et al , 1 999; Tsars et al, 2000) wherem ttnl.er hull forms w re optimized for minim m Viscous hsistace md delivered hors pow r The module is general m formulation, md basically independent fiom basic flow solver, eg, different RANS solver or inviscid-pa I method em be used with srbibsry combi ttion of con treats md objective f motion to be minimi:D:d in the 1311 OWE g, m overview is fig en of the present m merical medhod md Insults ah pret nted for flow- md wave field optimization of Mae combstmt Model 5415 hull fomm COMPUTATIONAL METHOD tANS Equation Solver The primary RANS equation solver in She prese t st dy is CFDSH P-IOWA version 3 02 A overview of She m merical medhod is given in the following T e non-d imens tonal RAN S e quat ions for m teddy, th ee-dimensionsl i oomph sable flow csq be w men in Csrtesim tensor Station as z au = 0 ace the U an, tip )t ap ~ v ~ =o a ,~: ~ ale add ) a An wish Vs = ~ a ,= az'az (1) (2) When U.= UV V7 md U,=6U,hW) are the t: anew an components of m m md fl qtustmg velocities, re pectively, normalized by She refed he velocity U=, Z =~xy.z) the dimensionless coordinates norm ah zed by a characteristic length l, f She piezometric PhSSme

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normali:D:d by pU~2, R = Ul/v R y olds n mber, md ,~ R y olds tresses normali:D:dby U~2 in fhis tudy, R y olds tresses are gi p by psmg Bzldwinlomax tp bplep e model vBaldwm md Lomax,1978) Eqpations (1) md (2) are tr msfommed mto nonorfhogopal cp ilmear coordipates such that th comp htiopal domam fomms z simple rect mg kr parallel-piped wifh eqpal spamg 7 he t msformation is partial op sip it mvolves the coordipates only md p t the velocity compop nts 7he h msformation is apomplished th o gh fhe expression for th divergeppe md "ch~in rple" deflnitions of th g zdient md Lzplai m operators which ~ehte the Cartesi m coordipates Z=(Z.hZ) to fhe m merically gep rated non-orthogopal coordipates ¢~=~i,i,;3) ~ fhis marmer, th govermog eqpatiom (1) md v2) c m be w itt p m the fomm of th contmpity md tr msport eqpations zs follows: g~d ~(b!U,)=0 ~,~=, d;td;~ 2~¢d;,=R,d +s~ (3) (4) optimization discpssed hter, smaller n mber of g ids is prefened in order to avoid d zmatic mcrease of computatiorul effort See Wilson et zl (1998) for more details of fhe present computatiopal g id Dp i g the optimization, the g id is pdated zt eve y optimization cy le zs fhe hpil form is modffied 7bis is apomp lished by the pse of zigebp~ic sch me to ip ease the computatiorul efficiency 7 he method is described m fhe followi g After initial g id is gep mted, th geometrical i fommation is computed md stored in fhe memory, that is zs follows: p = P(;',;~.~3) Q = Q(;',;~.~3) R = R (;, ~ . ~ ) (5) whe~e P. Q. R are g id cipstermg md shetchi g fp tion deflp d in (~i,¢3,;3) di ections, re pectively Also, g id points are zLeady deflp d m computatiopal coordipates, i e, 7he h m port eqpations (4) are reduped to zig braic form z =z(~ ~ ~ ;3) though fhe p e of fhe higher-order ppwmd dffferep y=y(~ ;z ;3) method 7be eqpations are solved p ing z projection z=z(~ ;z ;3) method for velocity-p~esspre coppimg, md the medhod of Imes For teady-flow zpplication, time serves zs z conwxgep e parameter md the g id is ppdated zt eah time tep to co fomm to both th body md free smfaes, whe~e exat nonlipear kmematic md zpproximate z=z(;'1;3) dypamic fiee-smfa bopmdary conditions are imposed Y=Y(; ,I,; ) See Pzterson et zl, (1998) md Wilson et zl (1998) for ~ 3 more details of 6he present RANS code z = z(; .1.; ) md hpil sp fae is expressed zs Comp htiopal Grids 7he present body-fltted, sh petmed, mpitiblock g ids are geperated psing commercial gid gep mtion code z=z(~i ;z ;3' GR DGEN fiom Pomtwise, ~c For zpplicationto Model y =y(~ ~ ~ ;3, 5415, patched mpitiblock g ids md bopmdary conditions ~ ~ 3 arepsed Gidcipstermgcmbedop asforotherhpils, z=z(; ,~,,~.; ) e g, Series 60 or Wigley hpil, how ver, different topology is req ired especially for tra som in 6his p~se, z separate block is pla d in the trasom wake Fig 2 show partial views of the present computatiopal g ids for Model 5415 Inthe p~esent st dy, Sblockg id sy tem is psed Npmbers of 6he g ids me zs follows: for forebody ppper block, 104 25 21 (longit dipal, radial, md gi 6hwise di ections, re pectively); for forebody low r block, 104 25x30; for afterbody ppper block, 47 25 21; for zfterbody low r block 47 25x30; mdtpmsomwakeblock,30 25 21;ie, total number is 208,275 7bis g id is rektively coarse; how wx, s fficient acuprcy in hends of sol tiom, eg, resi tance, is zssp cd m th precp so y work ~ fat, for 3 (6) (7) On the odher h md, 6he o pter b opmdary i s gi p by (8) In the optimization procedp e, 6he hpil smfae is modifled but oth r computatiorul bopmdaries, heppe zilg idpomtsare~elocatedusmgP, Q. mdRwhendhe sp fae is modffied Alhopfh 6his is dop by iterative marmer, which p pally cop rges wi6hin 100 iteratiom, the CPU time ~equi~ed is mpch less 6 m 6~t for origipalg idgeperation Qpalityofg idisp arlyeqpal to that of 6he origipal, md zppears to be zpplip~ble to ch mg s m hpil sp fae occp s in th p~esent optimizations

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UncertamtvAsses ment A16hough C D mmertainty ssses ment is not w 11 deflned for optimization method, i formstion for th present RANS code must be pro ided C D unce tsmty sssessme t consists of doc mentation, v rfficstion, md validstion A ov vi w of v rfficstion md validstion for th primary RANS code m the p~esent study is giv n in the followmg Simoktion uncertainty is divided i to two components, one from m merics Uv md the odher fiom modelmg USM The mmerical uncetsmty in th simohtion m be sssessed usi g v rfficstion (Stern et sl, 1999) Therem Uv is estimsted for bodh pomt md i teg sl q mtities md is based upon g id md parsmeh ic st dies which determine g id USG, iterstiv Us~; md time- tep Usy uncertsinties A root s m square ~SS) spprosch is used to combine the compone ts md to calcohte U~v, ie, UV=USG +Usr+Usr C D validstion follows 6he method of Col m m md Stem (1997), m which s new spprosch is dev loped whe~e uncertsinties from both the simoktion (Us) md EFD benchmark dsts (UD) me considered Th flrst tep is to calcohte 6he comparison error E which is defmed ss the difference betw en 6he dsts D (benchmark) md th simohtion prediction wi6h S. i e, E=D S The validstion uncertsinty Uy is deflned ss 6he comb instion of UD md th portion of th uncertsinties in 6he C D simoktion thst are due to m merics U v md which c m be estimsted 6 ough v riflcstion srurly is, ie, Uy = UD +UV UY sets the level st which the validstion cm be schiev d The criterion for validstion is 6~t El must be less thm Uy Note 6~t for m srurlytical benchmark, UD is vmo md Uy is equal to Us', Vslidstion is critical for msking improv ments md or comparisons of different models smce U v is buried in Uy A detsiled example of th v riflcstion procedure for computation of fiee-smface flow is provided m thee md Stern (1998) A16houghv rfficstion mdvalidstionresultsfor tesdy DTM R 5415 simohtion hav not been fully completed for C DSE P-IOWA v rsion 3 02, s status report for version 2 1 is prese ted md discussed in Psterson et sl, 1 998) As m example for spplicstion to 6he practical hull fomm, remits for Series60 Cs=0 6 hull are avaihtle for th present tANS code in Wilson et sl, (1998), wh re g id convergence wss st died by performing tesdy simohtions using th ee computatiom~l g ids wi6h reflnement, =47 m esch coordinate di ection Iterstiv uncertsinty Us~ was ssse s se d 6 ough emm irurti on of th iterstion ~ecord of mteg sl md point q mtities md wss taken ss one-half th r mge of the q mtity of intere t once Subject to: imtisl t msients had died out Th~t is 6he prefen cd meh ic bee mse Usc c m be di~ectly evaluated Finslly, it is stated in Wilson et sl (1998) th~t Uv for total ~esi tance coefficie t is equal to Us~ Us~ +Usc) = 4 6052+652~°~= 65% for 6he gid whose dff~sity is similar to 6~t of the p~esent study Nonlinear Optimization Probl m A general expression of 6he optimization problem is as follows: Mm: F( q) Subject to: G,(~) = 0 8,(~) ~ 0 G2(~)=0 1~(~)~0 G. (~) = 0 14(~) ~ O (9) (I O) whe~e 5 =~b.~. pt) ~e desigm p~ameters, F objectiv f mction to be mimmived, GbG~ Gp equa lity con trsint functions, md H~,H:, H. mequa lity conshamt f mctions Th desigm parsmeters are used to express body geomeby, i e, 6he solutions of the optimization problem The objectiv fi:mtion giv s s value to be minimi:D:d, e g, viscous resistmce Equality md inequality conshamts limit 6he chmge of values. e g, di placement or maxim m depth, etc ~ the p~ese t st dy, desigm p~meters me used to defme modiflcstion function, 6he objectiv fmction is specffic value of flow or wa~ field, mddhe equality or inequality comt~ai ts me imposed such thst th di placement of modifledhull is equal to or larger 6 m thst of th originsl Also, value of flow such ss lif or d sg cm be used m equality or mequality con t~aint Th present problem is nonlmear, since F, G, md H are nonlinear fmctions of d Hence, s nonlinear prog ammmg slgorithm must be inhoduced to solv the p~esent problem Nonlinear Prog ammmg Algori6 m In the p~esent st dy, equations (9) md (10) are solv d by successiv quad stic prog smming (SQP) slgori6 m, in which th equations are spproximsted m quad stic form such thst Mm: (I 1)

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Gt(f3)+VGt(yd)71=0 (f = 1,L, p) (f=1,L, 2) (12) when, 2 =(d,,,db df) is direction fctor, fmd B z ppro imate Hessifm matri of th Lzg fmgifm in eah optimization cy le (n), optim m 2 is obtzmed so zs to mimmiyf F. fmd f3 pdated by fd~=f3~+ 2 in th preYmt st dy, the derivati f terms in equations (11) ad (12) fue evaluated by th Y>cond-order f mt~al fmite diff` ence scheme P:ut of fhe prese t athors compareyd fhe conwfrgence chfuatf i tics of SQP with fo~t of the Y cessi f Imefu prog z mm mg (SLP), which is based on extension of zfhne scali g interior medhod fTzhY:~ fmd Himeno, 1998) th work, the NACA00 12 wing section was optimi Y,d so zs to maximiY, lif-to-dag ratio (=I/D, ie, I/D is mimmiY>d) zt z fi cd incidence fmgie of 50, with th con tramt mch that the cross-Y>ctiom~l fue of modffied section is fme zs fo~t of th original The rffme RANS equation sol u, geomet y modffication function, ad comp rtational g id w ue efd Se Tahanr fmd Himf o (1998) for mon, details Fig3 shows compfairon of convergence history of objecti f f mction ( I/D), when firstf conwfrgence for SQP is cle Iy indicated In fhe precursory work (Taharz et zl 31998; Tahanr et zl~l999;T~huzetal,2000),fheSQPtugorithmhtfdben z pplied to mon~ pratical problem for ship desig ~ when~ tmker stern fomm wm; successf lly optimiY>d for mimmi rtion of visco u resi tfm f fmd deli mfd horse pow u ~ th work, how f u, it ziso z ppefued that I:ug comp rtatiom~l cost is curre tly z major isrury Th~t is mai fy due to z fat that, for f m optimization cy le. zt lest 2k+1 time comp rtations of F. i e ~ exec rtion of RANS sol u, fue req ired for eval rtiom of terms in equations (11) fmd (12), where tANS sol u was initirted wifh diff` ent f3 ~ ie, f3~ =f f~+f~ f~, ff), f3: = f b p. +f . f ), f3 f b~. ~+f f, f f f ~ f . ~. f ), y3,.: f b~ f . f ), y3:, =f b~. ~ f ,, md f3: ~ =f f~. ff),wheref isz-priorigi m foite-differf estep In fhe prese t st fdy, con~futionai SQP zlgorif m hz f bef modffied fmd e tended for pfufulel comp rting in order to o ncome fhe isrury rehted to h ge CPU time Fig4 ill rshates fhe differe~e of SQP tuchitectun, betwyen the prese t pfm~llel fmd fhe conwyntiorurl serial comp rtatiom For the fommer case, processor 0 conhols o utul SQP procedun>,imd processors I th o gh m (=2k+1) simfitmeorsly execrte CF f medhod, ie, evaluationof,jf3)inthefgure Th pfuallelfuchitf tun, offers zdvfmtage ow~r the serial fuchitecture for consideraly higher comp htiork~l efhciency, ie, comp rtatiom~l speed of the former is nefu Iy m times fzYer th m 6~t of th ktter, since most of CPU time is e d for CF f method, fmd comm mication o uh zd betwen 6he processors is q 6te small Fmthemmon>, comp rtmionai speed for SQP in pfm~llel fuchitectun does not depend on n mber of desig pfuameters In the present zpplication of SQP, 6he pfuallel comp rtmion zigorithm was implemented zs fm indepf dent mod rle, i e ~ 6he optimization method is basically independent fiom basic flow solw~r, eg, diffenmt RANS sol u or inviscid-pa fl method f m be ued with fubiL:uy combi rtion of conxramts fmd objecti f f mction to be minimiY>d, that h~s ben demonshatedasshow inth presentremitsdescobed hter H fl Fomm Modifcation Function Choice of h ril-fomm modifcation f mction is import mt in optimization, becfmY the f mction m rst hz f Yfhcient expressi meyss for derinfd h ril modifcation in the preYnt st dy, z 6-pYzmetf fi :mtion, which is de f loped m the pnfcurrory work by Taharz et zl (1998) is ued Consider z ship fxryd m the miform onset flow U~ zs depicted m Fig I TYke the C:uterum coordinate sy tem with 6he origm on th WZtf pifm f, Z fmdy fu~>r on 6he hori ontal pkme, fmd z zxis din ted f tically rpwfud, where z=0 fmd I O cornfspond to AP fmd FP, reYf ti fly Hence, for e fmple~ t ms use modffication is defmedY follows Y x.Z) = yO(~,Z)B(~,Z) (1 3) where, yo~z,z) is 6he original h ril Ynfae defnefd m longitfdim~lfmdw~rticalcoordi rtes~z,z) Inthisform, depthwise modffication of 6he flat bottom is not considered B(zz) is 6he modffication function to provide t msw~rse-dinfctiom~l expfmrion fmd reduction rmtio for modif`~tion region in the rage of Z72Z2Z, fmd Zf2Z2Z~, fmd 6~t is gi m by, B(z,z) = ~ B, (z)sm(;r a3b3)} |t (zg(d Zl~(~))/(zi: Zi ) lb=(Z Z~('))/(Zi(') Zi(d) fB,(z)=f (z) fit tf~(Z)~ ~B7(z)=f~(z)~it tf.(Z) ]. (14) (1 s) (1 6) where, Bi~z) fmd B7(z) fue dep6hwiY fmd longit dim~l modifcation functiom, f, ~ ~ ~ 6he desig pfuffmeters, fmd fi, i,, f,, fn the Yime s

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i tepoktionfmctions B~(z) mdB:(z~aredeflnedmthez coordinate md satisfy She following end conditions: aB, PB: = 0 at ~z~ md z: az az (1 7) The above m odffication fi Motion has co timmity m I st md 2nd longit dinal derivatives at th bo mdary of definition, md She tw independe t 1-D f motions, defined m the ve tical coordinate z, i e, B~(z) md B:(z), are capable to provide co timmous t msverse-directiomzl exp msion md reduction ratio varying in z z plane Note 6~t B,_B3 conhol cross sectional modification, md p6~.d6 lo fit dmnl mod It anon, e g, th longit dinal locations of peak md bottom She Bit -) are moved forward or backward Fig 6 shows distributions of She present 6 parameter mod It anon fixation for two combinations of B~_B6 A cone pt of She pre ens mod It anon faction is based on Ime modification designers do, mch that desig ers t y to push m or pull out a control pomt of each waterline without discontinuity of curvature at the begm md end pm ts of modification The location of cone ol pomts md limo mt of ch mge me miquely given by selecting She values of if: Us The prese t function c m essihy be applied to vertical hull mod It anon by repkci g z by y, which is discussed below for stern optimization, i e, z(z'y) = zO(z'y)B(~, y) B(z,y)=t B, y)9m(n~b )} t2=(Z Al )/(zi Hi ) ib=(Z~'(Y) Zz'(Y))/(Zi' Pi ) JB, (Y ) = f (A )F, + + fit (Y )~ ~B~(y)=f,~(y)d,~ + tf,(y)d, (1 8) (1 9) (20) (21) where, Z6(Z.Y) is the original hull surface defmed m lo fit dmnl md hansverse coordinates (by), B(z,y) -. modification fmction to provide wxtical-directiorurl exp msion md reduction ratio for mod It anon region m th Se of z:2z2z~ md y: y -, B~(y) md B:(y) t msverse md longit dinal modification fixations which sati fy he following end conditions: aB, PB:=0 at YE mdy: By By (22) RESULTS In the followi g, remits me presented for flow- md wave field optimization of surface combat mt Model 5415 hull form, wh re discussions are focused on stern optimization, sonar dome optimization, md bow optimization, all of which are related to practical desig problem Prior to application of th prese t method to Model 5415 hull form optim ization, She comp tnhonal efhciency of the present optimization module has i en evaluated in comparison with results from th precursory work (Tahara et al, 1998; Kitamura et al, 1997; Tahara et al, 1999), i e, Chose concern layout optimization of 2-D t mdem hyd of oils mder flee surface for minimization of wa~-makmg resi tance, md stern optimization of t mker hull form for minimization of iscous resistmce, in both of which the conve tional serial SQP module was used The comparison of computational speed Indicated that She present parallel SQP module is nearly 13 times faster thm She serial module The reset has appealed consistent with She earlier discussion on adv midge of the prese t method Model 5415 Stern Optimization Th Ist case is stern optimization for minimization of disturbance on h msom wake field Most rece t high- peed fme ships as w 11 as Model 5415 have transom tem m order to obtain wide waterphne area to secure sufhcient stability The wide t msoms tend to increase disturbance on h msom wave field, md it remits m mcrease of hulMesistance Th present authors md others ([wasaki et al, 1996; Tahara et al, 1997) hod carried o t investigation on t msom flow md wave fields using computatiom~l md experimental models in the work, it appeared that t msom wave field c m be clews tied as th following 3 types: (A) vifih dead water zone right after stern end; 3 I with no dead water zone, b t wave i Gel i g in near wake region; md (C) with neith r dead water zone nor wavebreakmginnesrwskeregion, ie,fiee surface is smoothly contimmous from the stern end Also fihe re mlts indicated final maller surface pressure g sdient near fihe stern, which results in thi mer bo mdary layer in the region, conektes wifih less disturbance on t msom wave field h fihe present st d, averaged surface pressme m n control area located near he stem was used as fihe objective fi Motion to be minimi:D:d, so that axial surLsce pressure g sdie t be Isrg r favorable in fihe region This oh jective fimction has been show capable for fihe present optimization problem as discussed Inter, rasher fi m objective fimction di ectly 6

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given by c value from mare field which of en oscillates due to m teddy natme of transom flow fields, that occurs especially for The at m e deli Ed type (A) condition In th present optimization, the earlier discussed parallel SQP module is used m combination wi6h c RANS code, CFDSHIP-IOWA version 3 02 See Peterson et cl, (1998) md Wilson et al (1998) for detailed evaluation of accuracy in predict on of t msom flow md wave fields for Model 5415, that had show sufhcient for application to th prese t optimization Fig7 illustmtes the code shuctme for the prese t problem D sigm parameters 3 modify hull surface in ve ticcl di ection by using modiflcation fixation of equation (18) The surface modiflcation also provides g ometriccl conshai ts as G md H Then Did generator, RANS solver, md post processor are exec ted to evaluate objective f motion F. At present, only geometrical con tramts are considered in G md H Computatiom~l conditions me as follows: Rn=Sxl 06 md Fn=0 28; mod It anon region is given by S S 0-2 (12 20 8) md 0 042y20; md the minim m ve ticcl modffication ratio constraint is imposed, i e, Bl.. :20 3 The optimi:D:d solution was obtained in 6 optimization cycles Figs 8 md 9 show comparison of geomeby between for The original md optimi:D:d hull fomms ~ The bodyplm show in Fig8, several S S n mbers are indicated for reference Also in Fig 9, z contours wi6h interval Az=0 01 me inchded for clearer presentation of differences m tem forms Differences m stern frame Imes are oh ions, in which maxim m differences appear m th region between S S O 5 md I O In the region, m i Election point, which does not exi t in th original hull form, appears et each fmme line 7be changes in ficme Ime curate concave surface, which is clearly di phy d in Fig 9 for The optimi:D:d hull form The clove mentioned ternmodiflcationshave di ect i fluences on the flow field in the near-stern legion Fig 10 shows comparison of surface pressure ICp) contours in the flgure, the conhol men, where The objective fixation is evaluated, is also indicated ~ th area, low r pressme region is extended for the optimized hull fomm, which is consiste t wi6h decrease of objective f m t ion in ~ ddh i on, high pi e.. m e region appears aro md z=0 934 near the ce ter line for the optimi:D:d hull form, which results m larger favorable axial pressme g cdient fiomthe~egiontowardshansom Differences m surface pressme near the stern leads to sigmfficmt difference in transom flow md wave fields Fig I I shows comparison of axicl-velocity contours near th stem et cente phone Dep6h of the tem-end corner (denoted es "A" m the flgnre for origim~l hull fomm) is slightly smeller for th optimized hull form For the original hull fomm, larger extent of negsrhe contours (i e, reversed flow region) is seen near The fiee surface including The region right after The tern end 9~ t hors earner work, The wave field is chssifled es The (A) type, i e, The fiee surface is highly disturbed wi6h the reversed flow in the deed water zone beneath The flee surface 0 th otherhmd,6heoptimizedtrmsom wave field remains The (A) type; how ver, The reversed flow region is almost cleared except m th region very close to The t msom wall Abe at me d~z oiled differences in center plane stern flow field are cow i tent wi6h Those displayed m t msomflowmdwavefleldsshow mFigsl2 md 13, where wave contours md axicl-velocity contours me compared, respectively For th optimized hull form, wave elevation is g nervily reduced et the h ~ mm, md extent of the reversed flow region on the fi ee surface is almost all remmed it is oh ions Fist the optimized hull form has much less disturbance on the tr msom wave field fi m the original hull form Also, it is not wonhz that maxim m wave elevation inner warm is fihe k ger for optimi:D:d hull form Lastly, Fig 14 shows comparison of objective function (Obj ), wave elevation at fihe h msom wall (Fst, defined as fihe difference in z coordinate betw en the wave contact pomt at h msom wall centerline md the on gm al stern~nd corner denoted as "A" m Fig I I ), frictional resi tance coefficient Cd67, md p~e..me resistmce coefficie t cd pa, all of which Sue for fihe optimi:D:d hull form md show in % as compared to thom values for fihe original hull fomm Objective fixation md wave elevation at h msom wall Sue reduced in aho t 30% md 60%, re pectively Decrease in resistance coefficients Sue also men except for fi ictionsl part, which is nearly equal to that for th original hull form Th pres me resistance coefficient is reduced in about 5%, md that is mainly rented to reduction of reversed flow region m tr msom flow field md less disturbance on wave field for th optimized hull form The conflation betw off resistance md t msom wave md flow fields coincides with that fo md in z thors' earlier work 7waqki et al ,1996; Tstsrs et 91, 1997) Model 5415 Sonar Dome Optimization Th 2nd case is sonar dome optimization Flow near he hull saner dome junction mvolves sigmffic mt longitudinal vortices, which usually r mains even m stern flow region at the operation peed in fihe present st d, fihe afterbody of sonar dome is optimi:D:d so as to minimize the vo ti es, wheee mad it de of averaged axial vorticity (me) m Control area located at x=0 125 is used as fihe objective f men on to be minimi:D:d At prese t, the optimization was done for Fn=0 condition, md fihe results w re verified for Fn=0 28 condition md used m the followi g discussion Note 7

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th~t 6he overall hends m sol tiom have zppeared same between for 6he two conditions, zlthough 6he magmt de of ~ is gep rally larger for Fn=0 28 condition CF SE P-lowz version 3 02 was psed zs RANS solwx 7he code st petpre for 6he p~esent problem, in which 6he parallel SQP module is mcinded, is basically same zs 6~t for the pre iops case, i e, tem optimizatiop Eqpation (13) is psed for sufae modffication, ie, only modifcation m tpmswxse di ection is comide~ed 7be modifcation ~egion covers mo t of afterbody md part of forebody of sopar dome, md part of sopar-dome hpil jp ption, i e, 0 12 20 01 md -0 042; ad eqpal-or-larger volume comtp~int is imposed Comp htiopal Rn based on ship le gth is Sxl 06 7he optimi:D:d solption was obtaip d in 5 optimizationcycles Figs 15 ad 16 showcomparison of sopar dome geomeby betwen for the origipal ad optimi:D:d forms, md Fig 17 comparison of smfae pressp e (Cp) contop s md fiictional st~eamimes in Fig 16, y co top s with i terval Ay 0 002 me ziso showp in order to clearly prese t diffe~ep es in 6he g ometry 7he modffication of th dome is mamly seen m the p ar-tail ~egion, in which the cross s ptiopal arez is ippreased mostly for ppper hzff of th dome 7be optimi:D:d sopar dome has slightly k ger volume 6 m the origirul 7he shape modifcation cmses th larger low pressp e arez on 6he dome aropmd z=0 9, which leads to obviop differep es in the th ee-dimensiopal separation patterm disphyed mfiictiorul sheamlip s Figl8 provides comparison of `4 contop s zt th conhol section betw p for 6he origipal md optimied fomms 7he conhol arez to evalpate objective fp tion is ziso indicated in 6he figp e ~ the present optimization dop forFn=0 condition, 6he objective fp tion is redp d aropmd 10%, whereas 6he valp evalpated for Fn=0 28 respits is reduped aropmd 35% it is showp in the figp e th~t th vortices for optimi:D:d form are more diffpsed, a d th maximum ~4 magmit de is clearly ~eduped it mpst be noted 6~t wave profiles on the hpil are p arly same betw en for 6he origipal md optimi:D:d forms, that maybe dp to z fat 6~t g ometrical chmges occup ed m the present optimization are rehtively small md th locations are zt considembly k ge depth Altho gh the present opt im iza ti on medho d ppce s fully re duped 6he j p pt ion vortices, fmther extemion of the modifcation fp ption, md mcipsion of wa~ effects in the optimization process are of mte~est, both of which are issp s for f tp e work md partly in prog ess Model 5415 Bow Optimization Finally, the 3rd case is bow optimization for mimmization of bow wave For Model 5415 zt moderate md high Fn, sigpatp e in wave field is remarkable esp pially m the region p ar th bow, where wa~ rises rapidly md shape of the mest is teep ~ the prese t st dy, the parallel SQP module was aplied to minimi:D: 6he bow wa~, m combipation wi6h 3-D nonlip ar panel medhod developed by the zpthor (Taharz, 1997; Taharz, 1998), 6hen the ~espits were verffied by psmg z RANS solver, CFDSE P-lowz version 3 02, m both of which Fn=0 28 condition was considered Fig 19 shows the code t petpre for 6he present optimization problem Desigm p~metersp modifyhpil surfae m h msverse di ectionby eqpation (13), where 6he modffication ~egion is S S 8-10 (O 22 20) md z2-0 35 Only z geometrical comtp~int is imposed, i e, displaement of the optimized hpil is eqpal to or larger th m 6~t of th origipal hpil As showp in the zp6hor's earlier work Taharz, 1997; Taharz, 1998), which ippinded comparison of Imear md nonlipear theories to predict bow wave, 6he Imear theory gep p~lly pmder p~edicts 6he wave elevation p ar th bow A nonlip ar panel medhod developed in 6he work was showp capable for prediction of 6he wa~ f eld aropmd bipmt pose body as w 11 as comme pial ships opemted zt high Fn, 6~t had been acomplish d by mtroduption of 6he O-type f~ee-surfae panels md nonimear fre-sp fae bopmdary conditions A16hough CFDSE P-IOWA version 3 02 cm be psed for prediction of bow wa~, the panel method was psed in 6he present optimization, m which evalpation of capability of 6he present optimization module was somewhat more focp ed, md zt present lower computatiorul effort was preferred Th ~espits w ~e verffied by psmg CFDSE P-IOWA version 3 02, md presented m 6he followmg discpssiop Npmbers of panels psed in 6he comp tation are 1600 md 2000 for hpil md flee surfaes, re pectively, 6~t had be p fopmd optimum based on panelization dependep y te ts Figs20 md21 showcomputedwa~contop s md profile for 6he origirul hull, re p ptively, by psmg 6he present nonimear panel method In Fig21, th experimental datz are ziso mcinded for comparison Th p~esent ~espits mdicate considerably good zg ement with 6he measurements especially for elevation of bow wave crest, on which focps of th present study is mainly plaed It mpst be noticed that prediction of 6he tpmsom wave fleld is not satisfatory, which is mainly dp to 6he limitation of th in iscid-flow zpproah This leads to m impo tmt cop Ipsion that, for optimization of h msom flow md wave fields, RANS solver mp t be psed zs demonshated m the present work ad discpssed in 6he earlier sectiop O 6he odher hmd, the present panel method has ben judged capable for 6he mitial validation of p~esent optimization medhod zs far as 8

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fixation F is taken to be maxim m elevation of The bow wave crest in The computed wave prod le The opnrmzed solution was obtained in 7 optimization cycles Figs 22 md 23 show comparison of geomeh y between for the original md optimized bow ~ Fig23, x contours with interval A~=0 01 are show in order to clarify differences m geometry Wave profile evaluated by The present panel medhod for The optimized bow is also included in Fig 21 Betw en for the two bows, bore region, ie, maxim m elevation of The bow wave me t is reduced aro md 20 % for The optimi:D:d bow The mod to anon Sends in bow shape have been show remarkable, e g, c ditch line is created m The mid-gi th region, that may not commonly be predicted by th conve tiom~l hull form desig As The clove mentioned, the present optimized remits w re verified by using RANS code, ie, CF SO P-lowc version 3 02 for Fn=0 28 md Rn=Sxl 06 condition See Peterson et cl, (1998) md Wilson et cl (1998) for accuracy of The RANS code m prediction of bowwavefeldforth p~esentshipmodel Figs24 md25 show comparison of bow mare elevation, md wave contours near th bow, respectively Altho gh maxim m wave elevation for the original bow was somewhat alder predicted due to The restively coarse distribution of th present computational g id m radial di ection, The same Sends of results es Those discussed clove are indicated, i e, for optimized bow, elevation of th bow wan ore t is reduced, which is clearly show in wave contours es w 11 es profiles The reduction of bow wave is somewhat smeller 6 m that predicted by The prese t nonlinear panel method, ie, Croat 15% m RANS solutions The RANS remits indicated that, although not show m The fgme, restively smell i duences of bow wave red i non are seen on afterbody wave profile, that is also hue for the results previously show in Fig 21 Lastly, Fig 26 show comparison of optimized solutions mcludmg i tegal values, m The similar maimer es those used for Fig 1 4, i e, percentag presentation es compared to values for the original bow Except for objective f motion (Obj ), val ues me for s eritl ed re mlts by usingRANSsolver in the toggle, Fmax v is elevationof bow wave crest, which hr. been reduced clout 15% es mentioned ah me 0 th othrhmd,fiictional~esitance coefficie t Cd67 hr. slightly Screwed, but that is less th m 1% Pressure resi tance coefhcient cd(p) hr. clearly decreased, i e, that is clout 6 5%, which is consi tent with th low r wave mcki g resist mce for low r bow mare crest The ctove-discussed results hose show that th present method is very prom ~ Beg, md flasher verif cation of the results 6 ough model tests is of g eat mte~est On the oth r h Ed, it is also of i terest to replace The panel method by CFDSH P-lowc version 3 02, since The tANS solver is more comprehensive, m which viscous Ed wave mslrmg effects me cow idered m The Theory, Ed capable for accurate prediction of resi tance es w 11 es flow e pecially for hull forms with tr msom stern ~ addition, flasher mvestigstion mu t be done on the medhod to modify The bow chap All of The clove me issues for f tore work, Ed m part, curre fly m prom ess SUMMARY AND CONCLUSIONS his paper concerns flow- Ed ss3se field optimization of surface combat mts using CFDbased optimization method 7be mom focus is placed on development of c high pe fommance optimization module for application to Model 5415 hull form optimization, which is capable m combination with CFDSH P-IOWA Version 3 02 She optimization sch me is based upon fihe work of part of fihe present authors wherein tsrD.er hull forms w me optimized for fommulstion, md basically mdependent fiom basic flow solver, e A, different RANS solver or iniscid-panel method cm be used wish srbibsry combination of con Faints md oh jective fi motion to be minimi:md In 6 is paper, m owxvi w is given for fihe prese t primary RANS equation solver, computational g ids, once tsmty awes me t for th RANS code, g neral nonlmesr optimization problem, 9 high pe fommance nonlinear pr on am m mg Vigor id m, md th 6 parameter hull form modfficstion fimction he remits Sue presented for flow- md wave field optimization of surface combatmt Model 5415 hull form, where discussions are made on tem optimization, sonar dome optimization, md boss optimization, 911 of which are related to practical desigm problem Prior to application of th prese t method to Model 5415 hull form, fihe computational efficiency of the present optimization module hr. been evaluated m comparison with resees from fihe precurso y work Ibe resuRs show that the present parallel SQP srchtecture offers sdvmtage over fihe conventional serial SQP srchitectme for comiderstly higher computational efficiency, i e, computational speed of the former is nearly m (=2k+1: k is m mber of design parameters) times faster thm final of fihe latter Furfiherm ore, moth r sdv mtage of the pi e sent psral lel SQP srchtectme is mch that fihe comp tuitional peed does not depend on n mber of desigm parameters First, resees for Model 5415 stern optimization for mimmization of disturbance on h msom wave field w re discussed he resees indicate that the prese t 9

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method successfully reduced reversed flow region in t msom flow field, which relates to less disturbance on t msom wave field for optimi:D:d tem thm that for th original A concave surface has cppemed in optimized stern, which results m larger favorable axial surface pressure g cdie t m She region Th ough evaluation of th results, it hr. been show that She conektion of tem modiflcation md flow es w 11 es i ted cl parameters coincides with Nat fo md m the c thors' earlier work, which concerns experimental md computational st dies on t msom stern flow Ed wave fields Next, R mlts for Model 5415 sonar dome optimization were discussed, m which minimization of hull/sonar-dome junction vortices was considered in the present remits, mod It anon of She dome is mainly done near the tail end, m which the cross sectional area Ed vol me are increased mo fly for upper huff of the dome Although modiflcation of She geomet y is restively mall md father improvement on modti anon f motion may be req ired, optimized sonar dome hr. clearly smeller mcgmitude of longitudinal vorticity, which relates to reduction of junction vortices Finally, results for Model 5415 bow optimization w re presented md discussed ~ She optimization, mimmization of elevation of the bow wave ore t was considered he differences m wave profile between for th original md th present optimized bows me clearly seen m the region near She bow, i e, th elevation of bow wave Rest is oh iously decreased in She optimized results he m od to anon Sends are notable, i e, c ditch line hr. cppemed m She mid-gi ah legion, that may not commonly be predicted by the conventional hull form desigm In conclusion, the prese t method hr. cppemed very promising, md will be practical design tool for flow md wave-field optimization of surface combatants though forth r improvement md evaluation of th metho d f ough comparison of the re mlts with experiments mpo t mtly, one of the major issues for former CFDbased optimization methods hr3 been overcome by the present high performance optimization module In addition to issues Ed extension plums of mte~est mentioned m She discussions, inclusion of propeller effects, consideration of unsteady ship motion, md extensions of CFD method for f 11-sccle Rn are also of mte~est, some of which are Greedy in prod ess ACKNOWLEDGEMENrS his research was sponsored by the Office of Naval R search g mt n mber N00014 99-1-0232 alder th cdmimsh ation of D E P. Rood who se support is g ectly appreciated Th Department of Defense High-Perfommance Computing Modemization l Nice HPCMO) md the Naval Dab mod cphic Office NAVO) 10 provided computing resources alder th mspices of the DoD Challenge Prog cm REFERENCES Baldwin, B. S md Lomax, H. "Thin Laser Approximation md Algebraic Model for Separated Turbule t Flows," A AA Pap r 78 -257,1978, pp 1 -8 Colemm, HW md Stem F. "Unce tamties md CFD Co de Vcli dati on, " ASME J. Fluids E gineeri g, Vol. 119,1997, pp 795-803 Elliot, J. md Perane, J. 'Prog ess Towards c 3D Aerodynamic Shape Optimization Tool for She Compel Ale High-R Navier-Stokes Equation Discretized on Unshuctmed Meshes," A AA-98-2897,1998 Hicks, RhL, Mmman, EM, md hand plurals, B N. "A Assessment of Ai foil Desigm by N merical Optimization," NASA TM X-3092, Ames R search C nter, l 974 Hicks, RhL, md Heme, P. A, "Wi g Desigm by N meiccl Optimization," J. of Ai craft, Vol. 15, 1978, pp 407-412 Jcmeson, A, Alonso, J. J. Re ther, J. Martinelli, L, md Vcssberg, J. C, "Aerodynamic Shape Optimization Tech iques Based on Control Th ory," A AA-98-2538,1998 Hamasaki, J. Himeno, Y. md Taharc, Y. -Hull Form Optimization by Nonlinear Prog ammmg Part 3) - improvement of Stern Fomm for Mmimi ing Viscous R si tance -," J. fCrn~i SocietyofNavalArchitects, No 225,1996,pp 1-6 [Japanese] Hamasaki, J. Himeno, Y. md Taharc, Y. -Hull Form Optimization by Nonlinear Prog ammmg Part 4) - Lmprovement of Stern Form for Wake md Viscous R sistmce -," J. Kmsai Society of Nasal Architects, No 226, 1996, pp 15-21 [Japanese] Hmo, T. Kodama, Y. Ed Hi ata, N. "Hyd odynamic Shape Optimization of Ship Hull Forms Using CFD," Proceedings 3'3 Osaka Colloqui m on Advanced CFD Applications to Ship Flow md Hull Form Desig Osaka Span, May25-27,1998,pp 533-541 Iwasaki, Y. Tahara, Y. Ok mo, T. Himeno, Y.

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md Yemmo, T. "Studies on R Ietionship betwen Weter Surfae behind Stern md Stem E d Form of Fine Ships," J. of Society of Na~al A chitects of Jep m, Vol. 180,1996,pp 13-20[Jepenese] Kitamure, T. Tahare, Y. md Himeno, Y. "A St dy on Leyo t Optimization Probl m of 2-D Tmdem Hyd of oils mder Free Surface," J. Kmsei Society of Na~al A chitects, No 228, 1997, pp 67-78 [Jepanese] Larsson, L, Kim, K J. Espmg, B. md Holm, D, "Hyd odynamic Optimization Usmg SH PFLOW," Proceedmgs of the 5th ~tematiorurl Symposi m on Practical D sigm m Shipbuilding PRADS'92), New estle, 1992 Peterson, E, Wilson, R. Stem, F. 'Verifcation/ Velidation of Steedy Flow RANS for Model 5415," Proceedmgs of 6he 1~ Marine CFD Applicatiom Symposi m, McCle m, VA, Mey 1998 Peterson, E G. Wilson, RV, md Stern, F. "Verfficatio Velidation for Steedy Flow RANS SimulationofModelS415," 1~Symposi m onMarme Applications of CFD, McL en, 1998 Perry, E, Belling, R. L mdon, M, md Johm on, R. "Aerodynamic Shape Optimization of ~temel Fluid Flow Sy tems," A AA-98-2896,1998 Proceedmgs 3~3 Osake Colloqui m on Advanced CFD Applications to Ship Flow md Hull Fomm D sigm, Osake, Jepen, Mey25-27,1998 Rhee, S H. md Stern, F. "Un teedy RANS Medhod for Surfae Ship Bo mdary Leyers md Wakes md Wa~e Fields," Proceedi gs 3~3 Osake Colloqui m on Advanced CFD Applications to Ship Flow md Hu11 Form D sigm, Osake, Jepm, Mey 25-27, 1998, pp 67-84 Stem, F. Peterson, E G md Tahare, Y. "CFDSH P-IOWA: Computatiom~l Fluid Dynamics Medhod for Smfaee-Ship Bo mdary Ley rs, Wakes, md Wa~e Fields," IHR Rport, No 381, lowe In titute of Hyd mlic R search, lowe City, IA 52242, USA, 1996 Stem, F. , Wilson, RV , Colem m, H. W. md Peterson, E G: Verif cation md Validation of CFD Simulations, I HR R po t No 407, lowe Instit te of Hyd mlic R search, lowe City, A 52242, USA, 1999 Suzuki, K, md Metsumoto, S. "Studies on Inverse md Optimization Problems of Two Dimensiom~l Wmg Section Besed on Penel Medhod," Proceedi gs 3~3 Osake Colloq i m on Advanced CFD Applications to Ship Flow md Hull Form D sigm, Osake, Jepm, Mey 25-27, 1998, pp 485-498 Tahare, Y. Seitoh, Y. md Himeno, Y. "CFD-Aided Optimization of TarDcer Stem Form (I st R port) - Mmimization of Viscous R sistmce -," J. Kensei Society of Na~I Architects, No 231, 1999, pp 29-36 [Japanese] Tahare, Y. Seitoh, Y. Met myame, H. md Himeno, Y. "CFD-Aided Optimization of TarDcer Stem Fomm (2nd R port) - Mimmization of Delivered Horse Pow r -," J. Kensei Society of Na~l A chitects, No 232, 1999, pp 9-17 [Jepenese] Tahare, Y. Nishida, R. A do, J. md Himeno Y. "CFD-Aided Optimization of TarDcer Stem Form (3rd R port) - Mmimization of D live~ed Horse Pow r Usmg Self-Propulsion Simulator -," to eppear J. KmseiSocietyofNa~lAchitects, No 234,2000 [Jepenese] Tahare, Y. md Himeno Y. "A St dy on Form Optimization Problem Besed on CFD for Two-Dimensiom~l Wmg Section," J. Kmsei Society of Na~al A chitects, No 229, 1998, pp 27-35 [Jepenese] Tahare, Y. Himeno, Y. md Ts~catera, T. "A Application of Computatiom~l Fl id Dynamics to Tarlcer Hull Fomm Optimization Problem," Proceedmgs 3~3 Osake Colloq i m on Advanced CFD Applications to Ship Flow md Hull Form Desigm, Osake, Jepm, Mey 25-27, 1998, pp 515-531 Tahare, Y. md Iwasaki, Y. "A Study of T msom-Stern F'ee-Surfaee Flows by 2-D Comp tatiorurl md E perimental Models," J. K msei S ociety of Na~al Architects, No 227,1997, pp 7-19 [Jepenese]; elso, Proceedi gs of 6he 2nd Co fe~enee for New Ship & Marine Techmology into 21 t C ntury, Hong Kong, June 1998, pp 83-92 [E glish] Tahare, Y. "A N mericel Approeeh for Steedy Ship-Wa~e Problem Besed on Dewso~Type RsrDcme-Somee Medhod wi6h Non-H-Type- Topology F'ee-Smfaee Penels - I st R port: with 11

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Mcm Emphcsis on Application of O-Type- Topology -," J. Ksmsci Society of Ncval A chitects, No 228, 1997, pp 79-90 [hpcnese] Taharc, Y. "A N mericcl Approah for Stecdy Ship-Wave Problem Bcsed on Dcwson-Type RsrDcme-S ource Medhod wifh Non-H-Type- Topology Free-Surfae Pcnels - 2nd Repo t: Application to Bl mt-Nose Body md Nonlinear Free-Surfae Bo mdary Conditions -," J. Ksmsci Society of Naval A chitects, No 230,1998, pp 147-152 [Jcpcnese] Webster, J. md Mut ick, I, " Futme Surfae Combatmt," Proceedmgs 25'6 ATTC Co ference, lowc City, A, September, 1998 Wilson, R. Peterson, E, ad Stern, F. "IJn tecdy RANS Simuhtion of Model 5415 m Waves," Proceedmgs of fhe 22nd Symposi m on Naval Hydodynamics, Wcshmgton DC, Aug t 1998, pp 532-549 Zhu, ZW, md Chm, YY, "A New Genetic Algorif m for Aerodynamic Desig Bcsed on Geometric Concept," A AA-98-2900,1998 12

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Fig.2 Overview of body surface and computational grid for Model 5415: rows, body surface, near the bow view, and near the stern view, respectively. 22~ 21 t 20g 19 13 1 7 it,, ,, ~ 16 _ j I: ~ L/D ~ SQP SLP A. Sol. converged \ , ,, \, / 10 20 30 40 50 Optimization cycle Fig.3 Comparison of convergence history of objective function between for SLP and SQP optimization algorithms (Tahara and Himeno, 19984. ._ ~ ( ~1 ) FEW ~E~ ~ ~ ~ '_ IN PA , Con Fig.4 Comparison of serial and parallel computation architectures for SQP algorithm: rows, serial architecture, and parallel architecture, respectively. Fig.5 Definition of coordinate system. z 0~~ 0~7 0 75R1=_1 R2 - 0 R~3=1 n next 0.65 RA=1 RS=1 RA=1 z 0 ~1= - 1 R~2=0 Rag= 1 -0.05~ 0.65 ~R4=4 R5 - - 2 R~6=1 Fig.6 The present 6 parameter modification function.

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- t Initial SOP 1 ~ ~ - Optimized ~ Fig.7 Illustration of code structure: Model 5415 stern and sonar dome optimizations. n no Anne -o.o~ n no — ,, -- _ ,,, -- _ _ _ 2 1.` , ,. _ _ _ _ _— S.S. 1 0.- iginal Optimized 0.~_ Fig.8 Comparison of stern geometry between for the original and optimized hull forms: Model 5415 stern optimization (minimization of pressure rise at stern end with displacement constraint). NG] G,0 Grid Generation | CFDSHip-lOwA ~ ~^ Original Optimized Fig.9 Comparison of stern shape between for the original and optimized hull forms: Model 5415 stern optimization. ., . _ - O : it- ,/ ~ Control area I ,/ ~ Original 0.8 0.85 ~1 , ~ ,, ,/ ~ lo l 0.9 0.95 1 X , ., ·, ,~ ___- ·': Control area Optimized 0.8 0.85 0.9 0.95 1 X Fig.10 Comparison of surface pressure (Cp) contours near the stern between for the original and optimized hull forms: Model 5415 stern optimization.

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Ln c 0 (u) Original ~ c N N ,:~ Stern end / ~ 0.~ - ~ ~~ 0 _- ~~ 0 6- - ----- 0.99 0.995 x1 1.005 1.01 - (u) Original ~ _ -I— - 0.9---- _ . =- ~~ ~-0.8 -I ~ I--- o 3 0 4 ----a \ \ O I. V\ '\\~ ''''"-\ ''''''''\ 1i ' \ 1 1.0X25 1.05 - (u) Optimizaed Stern end c 0 _ 0.99 0.995 x1 1.005 1.01 Fig. 11 Comparison of axial-velocity contours near the stern at center plane between for the original and optimized hull forms: Model 5415 stern optimization. ~ (Z) Original / 0 = - ,. 1 025 1 05 ,~ it, (u) Optimized -= = ~ it. ~ ~~ ~ / I\ -A - hi= I '' - :-:- ' ' ~ - ~ - ---- o.4 ~ ~ - ~ hi ; 0.1 0.8 O.S . 1 1.0X25 1.05 Fig. 13 Comparison of axial-velocity contours near the stern on the free surface between for the original and optimized hull forms: Model 5415 stern optimization. - (z-) Optimized ~ / ( ~ ~~ :~ ~~~ lo O ~ ~ ! ~ ~ ~ ~ ~ 1 1.025 1.05 x Fig.12 Comparison of wave contours near the stern between for the original and optimized hull forms: Model 5415 stern optimization. TO signal 0 20 40 60 80 100 I Fit Cd~ Cd¢) Fig.14 Objective function (Obj.), stern-end wave elevation (Fst.), and frictional (Cd~f)) and pressure (Cd~p)) resistance coefficients for optimized results as compared to the original values: Model 5415 stern optimization.

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o ~ -0 01 -0 02 -0 03 N -0 04 ~.~ -0 06 1L 10 c A, 0 0 1 _ -nn1 -n no n no -n no n no -0 07— , ~ ~ ~ a: Ori~nai Optimized Fig.15 Comparison of sonar dome geometry between for the original and optimized hull forms: Model 5415 sonar dome optimization (minimization of averaged at x=O. 125 section with displacement constraint). Fig.16 Comparison of sonar dome shape between for the original and optimized hull forms: Model 5415 sonar dome optimization. 0~ CM a a O. L , , _, 0 005 X 0.1 Control section l 0.15 _ 4~ Control ~ = Optimized section 0 0 05 X 0.1 0.15 Fig.17 Comparison of surface pressure (Cp) contours and frictional streamlines near the bow between for the original and optimized hull forms: Model 5415 sonar dome optimization. Control area / Original X=0.1 25 0.02 0~04y 0.06 0.08 ~.~.~ = --- Control area of c Optimized X=0.1 25 0 0.02 0~04y 0.06 0.08 Fig. 18 Comparison of ~ contours at control section between for the original and optimized hull forms: Model 5415 sonar dome optimization.

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SOP _ _ ~ r __ Surface Mode | G,H Panel Generation 3D Panel Method (Cal. Free-surface Flow) ~ Post Processor Fig.l9 Illustration of code structure: Model 5415 bow optimization. 07s 05 02s 0.7 _ 0.6 _ 0.5 ~ .4 _ 0.3 _ 0.2 0.1 0 ~ -1 -o 5 0 0 s 1 1 s 2 2 s 3 Fig.20 Panel arrangement and wave contours for the original hull form (Fn=0.2804. 0.03 1 0.02 _ ,,,,\ ~ | A N 0.01 ~ ~ I ,,,-- O _ -0.01 Call-Original Call-Optimized . 3 EXP.-Original ,~}~~ 0 0.25 0.5 0.75 X Fig.21 Comparison of wave profiles (Fn=0.284. O -0.01 -0.02 N ~0 03 ~ -0.04 -0.05 -0.06 10 N 0.01 _ O tar -0.01 _ -0.02 _ -0.03 _ -0.04 _ -0.05 _ -0.06 _ -0.07 A -0.06 / ~:: , ,\, ,~\, Original Optimize _ 1 1 .02 d Fig.22 Comparison of bow geometry between for the original and optimized hull forms: Model 5415 bow optimization (minimization of maximum bow-wave crest with displacement constraint).

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Opti mized I ~ I ! of i ' ': do Fig.25 Comparison of wave contours near the bow between for the original and optimized hull forms (RANS solutions for verification): Model 5415 bow optimization. Ooti mized Fig.23 Comparison of bow shape between for the original and optimized hull forms: Model 5415 bow optimization. O O I Original Optimized ) , \ ,! \\ \' I I - t I I -0.1 0 0.1 x 0.2 0.3 0.4 Fig.24 Comparison of bow wave elevation between for the original and optimized hull forms (RANS solutions for verification): Model 5415 bow optimization. %0 r Final 0 20 40 60 80 100 Em ax Cd~ Cd63) Fig.26 Objective function (Obj.), maximum bow-wave elevation (Fmax.-v.), and frictional (Cliff)) and pressure (Cd~p)) resistance coefficients for optimized results as compared to the original values (Fmax.-v., Cuff), and Crisp) are RANS solutions for verification): Model 5415 bow optimization.

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DISCUSSION H Chun Pus m Nctiorul University, Korea 1) Which computer did you use? How long did it take to fmish one case of optimum, for example, the bow optimization case? 2) Usually, She hull form for bow optimization would give m undulation (or oscillatory) water lines shape However, your case does not Couldyouexplcintherecson? AUTHOR'S REPLY 1) All computations w me p rformed on c SGI Origin 2000 sy tem, which is co figured with 256 cffthal processing units, 64 GB of dishibuted shared memory, md 600 GB of disk space he bow optimization case was completed in cutout 6 hours 2) Unlike conventional commercial ships, for which m ost previous optim i ction work ht. been done, Mod 15415 has c very characteristic flmed bow form with large sonar dome located near the keel in addition, nonlinear fiee-surface effects are signffic mt for She conditions considered herefcre, optimization trends may be different th m that shown in previous investigations O the ocher hand, the present bow modification appeared m restively limited region, i e, midgirth region, where c ditch line had been created As such, further investigation of the present modification f notion is currently in progress Firnlh, it should be emphcsi ed that CFDbased optimization presents challenges to the verification md validation process md that there is c need for optimization validation data

Representative terms from entire chapter:

optimized hull