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

Page
474
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Page
474
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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Validation of Tab Assisted Control Surface Computation C.-H. Sung, B. Rhee, I.-Y. Koh (Naval S reface Warfare Center, Carderock Division, USA) A m mericcl procedure for She prediction of She forces Ed moments of c tan assisted co trol surfae (TAC) hr. bean developed The conh ol surfae consists of c stern stabilizer, c flap, ad c tab The m meri cl procedure is based on solvmg the mcomp~ Ale Rey olds~e~aad Na vier-Stokes equations coupled with several two~quation turbulence models Some fectmes of the m mericcl medhod used have been highlighted in particular, She preconditioning method, multig id method, Ed nom effecting far field bo mdary condition have been discussed The wall bo mdary condition for She specific dissipation rate which is impo t mt in obtammg good convergence for She At equation turbulence model have also been briefly discussed Computed results of the lif Ed d cg coefhcients of the conh ol surfae, flap torque coefficients Ed tab torque coefhcients et various Ogles of cttak of the stabilizer Ed of flap Ogles Ed tab angles hove been predicted within I O percent fi om the mecsmed values even et high Ogles of attack et I 5 deg es The discrepa ies of She torque coefhcients of flap Ed tab are somewhat higher particohr fly et high flax a d torque deflections Th re are two reasons for These higher discrepancies The fi st reason is that the turbulence models are i h re tly w ok m the flow regime where separation is severe, Ed the second is Nat the g id solution m both She flap Ed tab gap is not s fficient Th se will be She topics for future ir~stigatiom INTRODUCTION A contro I surfae h re will be defmed es consistmg of c tern stabilizer, c flap Ed c tab Th stabili:D:r may be fixed or movable but She flap Ed tab are always movable Conh ol smfa s have et least th ee major f motions applicable to both circmft Ed mane ~ehcles (1) The tabilizer,flcp, mdtab m be clig ed to form c high cambered control surfae to increase the Ifft sig Tic mtly in the arospa indu try, this is She so celled high-lfft multi~lement pi foil (or vimg) (2) Co trol Onto es me normally desig ed to provide adequate Ifft et lower speed operation, but Ed ii Cole excessive conh ol may occur et high speed A smoother control et high speed may be achieved by keeping the stabili:D:r fixed Ed using the flap Ed or tab for co trol (3) At high speed, m excessively large torque c m arise m the stabilizer This let ge torque c m be reduced by deflecting the flap Ed or tab m th direction opposite to th direction of the Ogle of cttak of She incoming flow Th purpose of this paper is to report the prog ess made in the development of c predictive capability of the t:3rces md moments of She tab cssi ted conh ol surfa (TAC) The desigm of efficient md desi able control surfa s by cpplymg the predictive capability developed here is led for future work Th re is m extensive experimental md computational literature on She high-lfft multi~lement pi foil (wing) Many references c m be fo Ed in [1] Th re is mextensive set of data of aNACA0015 pi foil with c Flip md c tab me tared by Sears et cl [2] For marine application, work on restively low aspect ran 3 conh ol surfaces ( templates or rudders) is mo tly experimental Very little computational work has a peared in the literature Forces md m oments on conh ol surfa s (no nap nor tab) have been measured by Whicker et cl [3] md those on c Flipped control surfae (no tab) have been measured by Bow rs[4] Water tunnel experiments one series of 12 rudders with systematic variations of nap area md nap bahmce have t en performed by Kerwin et cl [5] Th ee variations of skeg-rudders (i e, fi ed m tin conh ol surfaces with mova le taps) have been mvestigated m c wind turmel[6] Th effect of gaps betw en She rudder md th skeg hits also been mvestigated it hits been obt rved tint fihe effect of the gap is insigmiflc mt Unlike the cat in serospae mdushy, there are not m my compohtional papers on conh ol turfa s Recent ly, S o ding [7] di t us se d fihe spp l icst ion of pote tisl theory in rudder flow predictions The effects of naps md tabs w re not die nosed Comp rations for

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rudders (no flap nor tab) based on sol ing She R y c I ds ~~ era g dNavier-Stokes tANS) equations with c k-c turbulence model have been repo ted by Chum [8] The 3D computations to be reported will be compared with the data to be reps ted m [9] mplicit in all the Investigations discussed so far was th css mption that the co trol surface was opercti g in c mfform flow without the i fluence of She hull bo mdary Icyer, the horse-shoe vortex shed by appendages or th propeller In She next section, the gowxning equations of the incompressible RANS equations Ed the turbulence models will be described The m mericcl method used will be discussed next Only some special fectmes of th m mericcl schemes will be highlighted omitting mo t of the details Th experiment performed on She TAC cone ol surface with c flap Ed c tab will be described Ed She comparison betw en computations Ed mecsmements will then be discussed Finally, some conclusions will be mentioned GOVERNING EQUATIONS Th incompressible R y olds~erag d Navier-Stokes tANS) equations Ed c nonlinear At turbulence model must be solved The nonlinear At model used h re is c st mdard At turbulence model developed by Wilcox [ 10] coupled with c nonlinear R y olds Hess model ad, = A au, + au,uj = apr + aa (Vaaa' I) (2) at + a j (USA) ad [(V + a~v~) arm ] = T~; ad Pit at + ads (U,t ) ad [(v + a~Vt)aOt ] = at :,; ad, p 2 (1) (3) (4) where Uj is She Cartesi m velocity component, pt is the pressure p divided by c const mt density p, r is the turbulent kinetic energy, t is the specific dissipation rate, v is th kinematic viscosity, v, is the eddy viscosity fib en es r/t Ed -a is She R y olds shess Senior A quad Tic R y olds stress model developed by Speziale [l l] will be used h re, Ed m explicit expression c m be fo Ed Here St mdard modeling coefficients are used: p = 0 09, p = 3/40, a= 5/9 Ed a = A = 1/2 NUMERICAL \IEIHOII Th incompressible tANS equation are solved by the artfficicl compressibility approach fi st proposed by Chorin [12] Ed subsequently genercli:D:d Ed improved by Turkel [1 3] A finite vol me method is used Th mecnflow u e, Eqm (1) Ed (2)) is spatially discreti:D:dbyc second-order accurate central differ ence me Ho d with fourth- or der a ccumte dissipation terms The logic for using the fourfh-order accurate dissipation terms is twofold During She early stage of time stepping, th fourfh-order accurate dissipation terms act to suppress spurious oscillations thus erLth mg converg rice to be re tched But once She convergence is achieved; how ver, their co tobution the solution is negligible bec Use they me fourth order accurate compared to the second-order accurate spatial discretization scheme Several upwind schemes hive beenmggstedbyYee[14] Therecsonforusing m upwind sch me, not c central difference sch me, to solve the turbulent flow equation is font the flux man i is already diagonal; th refore Here is no cdditiorurl cost in doing c characteristic formoktion Th time teppmg is based on m explicit one- tep multi-stage R mge-K tta method to reach c stecdy- state solution This approach is not only applicable to th steady tate sol tions but c m also be extended in c very simple maimer to solve She time dependent equations Some discussion of this extension c mbe fo Ed m the pcpersby Jcmeson[15] mdLinet cl [16] Several c onvergence a cce lercti on tech i que s including multig id, local time pep, implicit residual smcothmg,pre33nditiomog mdbuk Viscosity dimpinghavebeenimpleme ted l o handle c omp sex geometry, She muhut lock g id structure is adopted Th se m merbal tech iqws have been implemented in a code tmed IFLOW, which is m abbreviation for incompressible FLOW IFLOW is i tended to be a production code for sol ring 2D, 3D, steady Ed msteady problems The code is highly mod par m structure se that different turbulence model s Ed higher order sch me. c m be easily implemented Some special features of She m merbal schemes us d will be highlighted Hew ver, deviled derivations will be mostly emitted Precorld dotted Method Th preconditioned method is developed based en a ystem of hyperbolic equaticus, but the idea goes back to th effc t to red t e She condition n mber

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of c mchix m Ime r clgebrc For hyperbolic equations, the objective is to make the various peeds of differe t wave modes more or less th same so that convergence c mbe sig if ca tly ccelemted 7his is particul rly import mt ff fhe rtificicl compress~bility cpprocch is cdopted to solve incompressible flows 7he recson is th~t the so md speed, which is one of the wave modes in fhe incompress~ble flow, propagates much fastff th m the fluid peed 7be result is c very slow convergence es of en enco mtered m the cttempts to compute low Mcch n mber flows usmg c compress~ble flow code 7be preconditioned me m flow (i e, Eqns (1) md (2)) c m be w itten in fhe conservative form es Po~q, +F~ +Gy +Hr =0 (5) where fhe preconditioned mchi PO md th th ee components of flux s F. G. mdH re defnedas (1fy)3 y ~u y ~v y ~w P~ (Ifaty)37u Ify ~u~ y ~u Y ~uw (Ifaty)37v y ~vu Ify ~v~ y ~vw (Ifaty)37w y ~w y ~w Ify ~w~ P~ u v q= u F= u2+p~ r~ , G= uv r . v . uv r., v~ + p ~ r w uw r~ vw r (7) where n, d ~ md Y are preconditioning parameters, r Ij = x, y, ~ are Rey olds shesses For mathematical crudysis, it is ecsier to w ite Eqn (S) in c non- conrffvative form Neglecting fhe vicous terms, it c m be derived es: p Iq, + Aq~ + Bqy + Cq, = 0 (8) 7be explicit forms of mch ices A, B. md C cre omitted here 7he preconditionmg mchi P ~ is dffferent f om th previous one PO ~ md is given by (i + r) q ~ y/'q ~u y/'q ~v ypq ~w P ' tl~q ~U t~q ~v t~q ~w 1 0 0 0 1 0 O 0 1 (9) 7be condition a=y ensures fhe system of p rticl differenticl eq mionr is w 11 posed How ver, the implication of w 11 posed ess in th case of m mericcl sohtion is not cle r h this pcper, it is a=y O md ~ 2=max( u 2,~), c=07 (10) 7hough mther tedious clg brcic m mipulations, fhe eig r~lues md lef md right eige functiom c m be fo md 7he maxim m of eiger~lues is used to define c local time step 7he eige f mctions re of no use to cenbal dffference chemes ex ept for e tablishmg c nomeflecting bo mdary condition et f r field 7he f nal system of equations to be solved m the conservative form is Since the fommulation is based on hyperbolic eq mion only, viscous terms should be cdded to fhe flw~es F. G mdHcsshow inEqn(7) 7heright-hmdsideofEqn (I 1) is th fomth-order matrix dissipation terms 7be Po ~q~+F~+Gy+H7=(po~ PA q,,~)~+ (6) (Po PB qw)Y+(Po PC q~)7 (11) n ctri dissipation gives the most ccurcte sohtion but h less stable bec mse c smcllff cmo mt of dissipation is cdded As c compromise betw en ccur cy md robu tness, vector dissipation is cdopted m this pcper For vector dissipation, mch ices PA, PB md PC are replacedbyfheircorre pondingradius pectra Inth curvilme r coordim~tes, (,1=1,2,3, fhe maxim m eiger~lue m the i-di ection is given by Xm~=~(Ui +Jui +4~2 ai ~ ; U'=uea',a'=V:' MrdtigridMahod (12) Multigrid is one of the mo t effective methods to ccelercte the mte of Convergff e md should be used routinely in e ffy production code 7he cpprocch in IFLOW subst mti~lly follows the idecs of Br mdt [ 17] md hmeson [18] Severcl ri~tions mcludi g V-, W- md F-cycles have ben implemented h genercl, W- md Fcycles re more efhcient, but not sig if c mtly so More levels of multig id cost c little more but are more efhcient For simplicity, most computations performed with FLOW use f ee levels of multig id m th V-cycle 7he multig id medhod is used routmely m IFLOW For I rge sccle computstions on complex geometries, computatiomd st rtup is often j mpy For c rmoothff start, c multig id startmg procedure is used Consider c 3-level multig id comp tation: A 2-level

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multig id com isting of the medium md coarse g ids is rum for ctout 50 cycles Th solution is then i terpokted to the flne g id to st ut 6he 3 -lev I multig id compubtion ~ general, c solution cdequ~te for engineffing cpplications c m be cchieved in 100- 500 multig id cycles This efficiency is et lecst es good es 6he best Computatiomd Fluid Dynamics (CFD) codes cvaibble but is far f om 6he Te tbook Multig id Efhciff y (TME, less th m 10 cy les) cdvocated by Achie Br mdt [19] AchievingTME isanoble gocl, md will hav c sig iflcant impact on e gmeering cpplications of CFD Boundary Condfltions Only th solid wall md 6he f ufield boumdary conditions need to be discussed At 6he wall, the 6 ee components of v locity md 6he tu bulent kinetic energy rare set equ~l to :osro, 6he pressnu p is deriv d from cssumption th~t th pressu e g cdient normcl to th wall is :osro Finally, the wall boumdary condition of p ff iflc dis s ip at io n rcte m or igimdly giv n b y Wilcox p 148 m [10]) is modifled as t0W = ~ Qw · ~= 40 (1 3) where Q. is the vo ticityat6he wall mduO isc const mt varying f om c valu of 6 giv n by Wilcox to 20 Th choice of ao may vary 6he convergence rcte slightly but once Convergff e is ahiev d, 6he solu ion is ctout 6he same The motivation in deriving the modified wall boumdary condition (13) is to get rid of th requi ement th~t the fi st g id normcl disbnce must be giv n The nomdimensional normcl dist mce y+ requi ement crectes c difficu ty for coarser g ids bec mse the flr t g id normcl di tances tend to be too large inthe coarse g ids Wi6hEqn (13), 6he normcl di tarme does not cppe md 6he y+ of the fi st g id normcl dist mce of th fine t mesh should be of 6he order I or 2 At th far fleld, the g cdients of 6he th ee compone ts of v locity md the g cdients of the two tmbulence qumtities rcod t are set to ffO The pressure is obtamed by c non~eflecting condition discussed by Hedstrom [20], Rudy md Str kv rdc [21] md Sumg [22] This is one of the mo t importmt boumduy conditions for e ternal flows md will be ou Imed The idec is based on the characteristic formulation of hyperbolic equstions, such 6~t th outgomg solution modes will notbe refl - tedback mto 6he computatiorud domcin to cor upt 6he solu ion To do this, th time derivativ s of the charactffi tic vari~bles ~ correspondi g to 6he positiv eiger~lu ~ et 6he left boumdary ~a= 0 md 6he negativ eig r~lu ~ct th right boumdary ~a = I cre set equ~l to :osro, i e, fori+>Oat~i=0 ˘, = t,,p, + t,~u, + t,3v, + t,~w, = 0 fori OCR for page 478
[ij =UiUJ = 2K6ij—cuff PK~(2Sij) (18) where Sij = 2(~;+~) By Schwartz inequality, it can be shown that u~uj < 4K2 (19) Taking square of the both sides of Eqn (18) gives ru = 43 K + 2(c~fy p~m i Po' Po —2SijSij (20i A lower bound for ~ is then obtained by combining Eqns (19) and (20) as o) > MU ~ (21) The proportionality factor in Eqn (21) can be taken as a value in the neighborhood of 2. Different values for this factor can affect the convergence rate. But once the convergence is achieved, they all give about the same solution. The value used in this paper is 2.1. DESCRIPTION OF EXPERIMENT As mentioned earlier, the control surface model consists of a stabilizer, a plain flap and a plain tab as show in Figure 1. The control surface has NACA 0018 airfoil sections. Specifically, the tip chordlength is 8.40 in., root chordlenght is 10.66 in., span is 8.44 in.. Both flap and tab gaps are 1/16 in. with the flap gap widened at both ends. At the root section, the flap hinge axis is located at 7.63 in. and the tab hinge axis is at 9.70 in.. The entire control surface model is mounted on a pedestal to place the model outside of any test section boundary layer. The control surface model was tested in the semi-closed jet test section of the 24 in. water tunnel at David Taylor Model Basin. The test section is 21 in. high by 27 in. wide with an area contraction ratio of 8.1. The control surface model was hung vertically from the top. The strain-gaged stabilizer and flap dynamometers measured lift, drag, and torque about their respective hinge axes. The tab dynamometer measured only torque about its hinge. But since the tab dynamometer was fastened to the flap, the flap dynamometer measured the combined loads of the flap and the tab. The nominal test speed was 10.9 to 12.0 ft/s. Fig 1. Grid used in the computation of flow over an NACA 0018 airfoil with flap and tab l Based on a mean chordlength of 9.53 in., the Reynolds number is 9.7 x 105. Forces and moments of the TAC model under various combinations of the angles of attack of the stabilizer and the deflections of the flap and the tab were measured. The angle of attack of the stabilizer varied from-15 to +15 degrees, flap deflection from-27 to +27, and the tab deflection from -60 to +60. The values of lift, drag, and torque coefficients are based on the mean chordlength. Corrrections due to blockage, wall, and pedestal were made. The net blockage effects of the model on velocity were about 1.2% for the whole range of angles of attack. The true angle of attack of the model was 3.5% higher than the measured value. The corrected values will be used for comparison with the computed results. DISCUSSION OF RESULTS Convergence and Grid-Independent Solution As Computational Fluid Dynamics (CFD) plays an increasingly important role in practical engineering applications, it is important to have some idea about how accurate and reliable the computed solutions are. It is possible to perform meaningful error analysis on a simple problem in a Cartesian computational domain with a uniform grid for inviscid or laminar flows. However, it is not possible to analyze the order of accuracy of a spatial discretization scheme in a highly stretched computational domain in a curvilinear coordinate system. The situation

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becomes much worse with She cdditiorul complication from turbulence models fffo ts to q mtffy She errors in tANS computations for practical problemshave produced dubious re mlts Nes erdreless, attempts mu t be mad to e tablish co tidence m the RANS solutions The most import mt thing to do is to assure that the solution is monotonically convergent But 6 is is not s fficient it is w ll k ow that c nonphysical converged sol non canbe obtained For example, one c m con truct c coarse g id for c turbulent flow Croat c body with the nondimensional fir t g id normal di twice to th wall y on the order of several h mdked md obtain c very nicely converged solution But th solution will not be close to th reel physics bec mse c turbulent bo mdary dyer m not be developed for mch c large y for c cons emmr~l two Equation turbulence model To resolve this difficulty, c sequence of fi ff g ids mu t be used ~ til the ch mge in She solution due to She g id refinement is smell enough to be acceptable to e gineering req irement Thus c cared I check of convergence hi tory md mesh refinement to obtain c g id-mdependent solution are the most effective approach to establish co fidence in th results ther researchers es m e g, [23] have adopted c similar view A C-g id with four blocks was used in th computation Th fi st block w ups aro md the enti e conhol surface, the second block is on top of the conhol surface, the third covers She gap betw en She stabili:D:r md the flap md She final block covers the gap her. en the flap md th tab The water turmel is not modeled m the computation A total of th ee meshes w re considered The coarse mesh consists of 112 28x20,44x8x8,8x8x12, md 8x8x12 g id cells for th first, second, thi d, md fourth block, rerpff tively This mesh consists of c total of Croat 65K g id cells Th medi m mesh doubles th member of g id cells in each curvilinear coordi me direction of each block md hr. c total m mber of g id cells of Croat half c million Th fme mesh will have the n mber of g id cells increased by 50 percent in each direction of ecchblock of She medi m mesh, gi ing c total m mber of g id cells of clout 1 6 millions it will be en that the solution obtained by the tine md She medi m mesh are almost identical, indicating that c g id mdependent solution hr3 been achieved Th bo mdary conditions imposed are the following The farfleld bo mdary conditions et both th upper md bWff wakes are zero g cdient for the thee components of the Cartesi m velocity, She turbulence q entities r md to md She nonretl - ting bo mdary condition for the pressure The nom flectmg bo mdary condition is import mt for go od convergence md accuracy es mentioned eafliff On She outflow bo mdary et She top of the computational domain are imposed fixed values for the 6 ee components of th Cartesi m velocity, th two turbulence q mtities r md en md ffO g cdient of the pressure Because of She presence of She pede till, the symmetric bo mdary condition is applied et the bottom of the computational domain Non-slip bo mdary condition for the velocity md zero g cdient for the pres mre are applied et the wall bo mdary The turbulent kinetic energy Wishes et She wall md the dissipation rare et She wall hr. been described earthy For ocher bo mdaries mch es betw en g id blocks md She interface betw en She upper Ed the Has ff wake, exact bo mdary conditions are applied Some t pical converg rice histories of the root-me m-square of pressure for the case without flap Ed tab deflections Ed She case vifh 20 deg e. deflections for both flap Ed tab are show m Figure 2, where residue is defined es She root-me m-square value of She dime once betw en She cu ant c Scouted peer de mdthekstcdculatedo o Itcmbesenthat flap Ed two deflections do not tern to affect co orgence rate Th residues for both cases dkop more th m 6 ee orders of magnitude m 200 multig id cycles The forces Ed moments become tteadv at about 200 multig id cycles it should be noted Shut She Fig 2. Root-mean square residue of pressure vs. muddg id eydes >: limp t' tab I' iii ' ~ 0 mugged Ados 'mS' 200 dkop m the osiduo duo to She multig id sto ting procedu e has not been mcluded m Figure 2 This explains why log vend b ) outs at somewhere h no en I Ed 2, mstead of 0

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Forces and Moments In the following discussion, the medium grid with a total of about half a million grid cells was used for the computed results. The grid consists of four blocks with grid size of 224x56x40, 88x16x16, 1 6x 1 6x24, and 1 6x 1 6x24. The Reynolds number based on the mean chordlength is 9.7x105. The coefficients of the forces and moments are also defined using the mean chordlength as the characteristic length. The lift and drag coefficients will be defined as the total forces applied to the entire control surface. The flap torque coefficient will include both the torque applied to the flap and the tab while the tab torque coefficient will include the torque applied to the tab alone. Figure 3 shows the comparison between measurement and computation of the lift coefficient as the angle of attack of the stabilizer varies from -6 to +15 degrees with no deflections for both flap and tab. The error bars on the data show 10% discrepancy in measurements. The lift coefficient is almost linear indicating insignificant viscous effect in this range of angles of attack. Both the predictions by the fine and the medium grids agree well with the measurement. However, the coarse grid prediction starts to deviate form the measurement by more than 10% after an angle of attack of 9 degrees, indicating insufficient grid Figure 3. Comparison of calculated and measured lift coefficients with flap and tab at zero deflection n no 0.4 '0.2 -n ~ the drag coefficient is overpredicted by more than 20% in the neighborhood of the zero angle of attack and within 10% for greater than 10 degrees. The coarse grid prediction is even worse, again due to insufficient grid resolution. The effect on lift coefficient of varying the flap deflection from-15 degrees to +15 degrees is shown in Figure 5, where angle of attack for the stern stabilizer remains zero. Figure 4. Comparison of calculated and measured drag coefficients with flap and tab at zero deflection n no n no n n4 nn2 v-6 ~ Meas. ~ // ,/ ~ ~ /~ . ~ 0 3 6 9 12 15 stern stabilizer angle (oc) Fig 5. Comparison of calculated and measured lift coefficients with stern stabilizer and tab at zero deflection -6 -3 0 3 6 9 stern stabilizer angle (oc) resolution. 12 15 Figure 4 shows the comparison of the drag coefficient under the conditions as similar to those in Figure 3. Although a grid independent solution has been achieved between the fine and the medium grids, 0.6 it ~ 0.4: n -no . -0.4 _ o ,~ 1 1 1 1 1 -15 -10 -5 0 5 10 15 flap deflection (a) A grid independent solution has been achieved between the fine and the medium grid up to 10 degrees of flap deflection. At 15 degrees of flap deflection, the fine grid prediction is still within 10% of the measured values but the medium grid prediction

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C' ~ 1 degenerates rapidly. The coarse grid prediction is inadequate beyond 5 degrees of flap deflection. One physical feature is worthy of mentioning. Consider a lift coefficient of 0.2 trig 31. This lift can be achieved by an angle of attack of slightly less than 6 degrees of the entire control surface. It can also be achieved by a flap deflection of about 10 degrees but at a much smaller torque requirement. This is the essence of using a flap and also a tab which would be discussed later. Finally, the effect on lift, flap torque, and tab torque coefficients of varying the tab deflection from - 60 degrees to +60 degrees are presented in Figures 6 through 8, respectively. Here, the stabilizer is at zero angle of attack and the flap has no deflection. Figure 6. Comparison of calculated and measured lift coefficients with stern stabilizer and flap at zero deflection 0.4 0.2 i\ Car O -0.2 . _ —Leas. // ·~ -0.4 -60 -40 -20 0 20 tab deflection (6t) 40 60 Figure 7. Comparison of calculated and measured flap torque coefficients with stern stabilizer and flap at zero deflection 0.03 ~ 0.02 0.01 O -0.01 -0.02 A grid independent solution has not been obtained in the calculation of the lift coefficient as shown in Figure 6. However, the prediction of the lift from the fine grid is within 10% of measurement even at high tab deflection of 60 degrees. There is one discrepancy when tab deflection is less than 10 degrees. The slope of the measured lift is linear near zero tab deflection but is not zero. The predicted slope is almost zero when tab deflection is less than 10 degrees. If the measurement were correct, the discrepancy could be explained as insufficient grid resolution around the tab. The small increase in the lift due to a small tab deflection has not been picked up even by a grid as large as 1.6 million grid cells. It was mentioned earlier than a lift coefficient of 0.2 can be achieved by either an angle of attack of about 6 degrees of the entire control surface or by a flap deflection of about 10 degrees. This lift can also be obtained by a tab deflection of 40 degrees with even smaller tab torque requirement. The comparison of the flap torque coefficient is shown in Figure 7. It has a similar characteristic as the lift coefficient shown in Figure 6. A grid independent solution has not been achieved at high tab deflection, and the slope near zero tab deflection is much flatter than the measurement. The predicted slope of the tab torque coefficient near zero tab deflection seems to agree better with the measurement but the predicted torque coefficient at high tab deflection deviates from the measurement by more than 10%. It should be noted that the tab torque coefficient is smaller than the flap torque coefficient by approximately one order of magnitude. This is the main reason that the tab assisted control surface is of great practical interest. Figure 8. Comparison of calculated and measured tab torque coefficients with stern stabilizer and flap at zero deflection ~~"~ Lit -0.03 0 -4 .o -20 ( ) 20 4 0 0 tab deflection (6t) 0.004 n non 0.002 0.001 ~~ O -0.00 1 -0.002 -0.003 _ -0.004 0 -40 l \~-t- :~ ~ _~e _ — — — COE i ——- Me. i Fin. ~ _: ; IS. rse ilum . ~ Hi\ . ,. ~ I I ~ 40 60 -20 0 20 Tab deflection (6t)

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CONCLUSIONS A m mericcl procedure for 6he prediction of the forces md moments of c tab cssi ted conhol suricce hcs ben developed The procedure is based on solving th incompressible Rey olds-avffcged Navier-Stokes equations coupled with c ~ q turbulence model Computed results of lif, flcp, md tab torque coeffcie ts w re compared wi6h the mecsured data et c R y olds n mbff of 9 7xl05based on th me m chordieng h Th ee meshes wi6h g id si:D: of 65K, one hak million, md 1 6 millions w re used to investigate 6he g id independent sol tion A g id independent solution was cchieved in mo t of the cases except for some cases with high flcp md tab deflections The trend of 6he chmges in th forces md moments due to 6he varictions in 6he mgle of cttack of th stabilizer md 6he deflection of 6he flcp md tab hcs been completely captured ~ mo t cases investigated, th predictions are wi6hin 10% of the mecsurements Some exceptiom are 6he tab torque coefhcients et high t~o deflectiom md the slopes of the lif md flcp torque coefficients near ffO tab deflection it is suggested th~t both the turbulence m odel md the g id resolution need to be improved The fcct 6~t even wi6h c g id es large es 1 6 million cells, c g id indepff de t sol tion c m only be cchieved in most, b t not cll cases, indicates thm more efhcient m mericcl schemes md turbulence models cre urgently needed D spite cll th se limitations,6he predictive procedure presented here is ckecdy c useful tool for 6he desigm of efhcient conhol surfaces ACKNOWLEDGMENTS T is work is f mded by the Of hce of Naval R search, Code 333, mder 6he Mech~mcs md E ergy Conversion Science md Techmology Division PE0602121) D PchickPmtell is the techmiccl momtor of this prog cm Dr Ngmyen Thmg is the momtor et David Tcylor Model Bcsin Helpf I discussions of e periment md mecsured date wi6h Mk David Bochinski et David Tcylor Model Bcsm are g ctefully cckmowledged Computff resources provided by th Department of D fense High Performarme Computing Modemization Office DOD- HPCMC) ctNAVO mddhe A ctic R gion Supercomptmg C nter in Fci b mk, AK are clso g ctefully cckmowledged REFERENCES I AGARD Co ferff e Proceedi gs 515 on "High- Lif System Aerodynamics", September, 1993 2 Richard I Sears md Robe t B. Liddel, "Wmd- Tunnel mvestigation of Comol-Suricce Characteristics, V - A 3 Percent-Chord Plam Flap O 6he NACA 0015 Airfoil" NACA Wartime R port 454, June 1942 3 Whicker, L Foigff md L o F. Fehlner, " Fre- Stream Characteristics of c Fcmily of Low-Aspect Rctio, All-Movable Conhol Suricces For Application to Ship Desigm", David Tcylor Model Bcsm R port 933, December 1958 4 Bow rs, Allen, " Wind Tunnel ~vestigation of th Characteristics of c Fkpped Control Suricce Mo mted on c Simulated Submarine Hull", University of Maryl md Wmd Tunne I R p ort N o 259, June, 1959 5 Ke win, Ju tine E, Philip Mmdel md S. D m L wis, " A E pffimentcl Study of c Series of Fkpped Rndders", Journcl of Ship R search, December, 1972 6 Goodkich, G J. mdA F. Molkmd,"WindTurmel Ir~ tigation of Semi-Bclar~ced Ship Skeg-Rndders", Th Roycl Imtitute of Na~l A chitects, pp 285-307, 1979 7 Soding, H. "Limits of Potenticl Theo y in Rndder Flow Predictiom ", Tw nty-Second Symposi m on Naval Hydkodynamics, Wcshington, D C, pp 264- 276, A mst 9-14, 1998 8 Ch~u, ShieWn, "Computation of Rndder Force md Moments in Umform Flow", Ship Techmology R searchVol 45, pp 3-13, 1998 9 Gowmg,Scott,T mgNgmyenmdDavid Bochinski, "T. A C Test Static R mlts in 6he 24" Wctff Turmel", NSWC, CD, not yet published, 1999 10 Wilcox, D C, Turbulence Modeli g for CFD, DCW ~dustries, loc CA, 1993 11 Spezicle, Charles G. "Comparison of E plicit md Traditiorul Algebraic Shess Models of Turbulence", A AA Journcl vol. 35, No 9, Septffmber 1997 12 Chorin,A J,"AN mericclMethodforSolving Incompressible Viscous Flow Problem", Journcl of Computatiom~l Physics, vol. 2, 275, 1967 1 3 Turkel, E, "Prff onditioned Medhods for Solvmg th Incompress~ble md Low Speed Compress~ble Equations", Jourm~l of Computatiom~l Physics, vol. 72, 277, 1987

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14 Yee, H. C, "A Ckss of High-Resolution E plicit md implicit Shock-Ccpturing Methods", NASA T - hmiccl Memor md m 101088, February, 1989 15 Jcmeson, A, "Time Dependent Calcoktions Using Multig id wifh App lications to Unstecdy Flows Pc t Airfoils md Wi gs", A AA 91 -1596, June 1991 16 Liu,C,X 2hengandC H. Sung "Preconditioned Multig id Methods for Um tecdy Incompress~ble Flows", Jourm~l of Computatiorurl Phy ics, vol. 139, 35-57, 1998 17 Br mdt, A, "Multig id Techmiques: 1984 G ide, with Applications to Fluid Dynamics", 1984, 191 pages, ISBN-3-88457-081-1; GMD-St dienNr 85; Avaibble f om GMD-A W. Posticch 1316, D-53731, St Aug stin 1, Gffm my, 1984 18 Jcmeson, A, "Mnltig id Algorithms for Compress~ble Flow Cclcoktions", L cture Notes in Mcfhematics, No 1228, Proceeding of fhe Second Europe m Co ferenceonMultigidMethods,Colog e, pp 166-201, October 1-4, 1985 19 Br mdt, A, "Barriers to Achievmg Te tbook Multig id Efhciency (TME) m CFD", NASA/CR- 1998-207647, ICASE interim R port No 32, April 1998 20 Hed trom, G W. "Nomeflecti g Bo mdary Conditions for Nonlinear Hyperbolic System", Jourm~l of Comp tatiorurl Physics, vol 30, pp Z2-237, 1979 21 Rndy, D H. md J. C Strkw rdc, "Bo mdary Conditions for Subsonic Compressible Navier-Stokes Equations", Computers md Fluids, vol 9, pp 327-338, 1981 22 S mg, C H ,"A E plicit R mge-Kutta Medhod for 3D ~compressible Turbulent Flows", DTNSRDC/SH - 1244-01, July 1987 23 Jcmeson, A md L Martinelli, "Mesh R fmement md Modeling Enors m Fluid Simoktion", AIAA Journal vol. 36, No 5, Mcy 1998

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DISCUSSION Y Taharc Oskskc Prefectme University Jcp m Inyourcomputation,kmmar-to-t rbulentflow tr me m on was not considered, Although your exp rimentcl condition (i e, Red I O ) apparently implies that theIe exists Icminar-flow region on the wing (stabilizer m your definition) surface Inclusion of the effects is generally essential for accurate prediction of hyd odynamic fmces especially for d cg component [I thorn et cl, 1993,2000] In addition, the con- emigre two equation m odel used in your work may not be suitable for the purpose REFERENCES: Taharc, Y. et cl, "An Application of RcNS Equation Medhod to StruVBulb Co figuration of Americc's Cup Sailing Yacht Ed Comparison with E periments," J. Ksmsci Society of Naval Achitects,No 'Al', f 993, pp 163-171 Taharc, Y. et cl, "Development of Ballast Bulb for ACC Scilmg Yacht E peciclly for Ire anti - trion on Basic Low Drag Form," J. Ksmsci Society of Naval A chitects, No 234, 2000,pp 51-59 AUTHOR'S REPLY Due to c relatively high turbulence level in c water tum 1, early experimental tests indicated that the flow was t rbulent et c Rey olds mmmber of cutout one million based on c me m chordlengfh of 9 53 inches For this reason, computations were made cssummg the fl w was completely t rbulent Tr msition from Icminar to turbulence was not considered Admittedly, turbulence models are not perfect for c complex flow ouches She one m. e tigatedhere However, the t - at t rbulence model usedhere worked quite sati factorily m our opmion it is believed chat fu ther improvement of accuracy c mbe made by increasing the grid size, particularly m the leeward side of the flow region This will be investigated m the f ture

Representative terms from entire chapter:

control surface