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

Page
553
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Page
553
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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Numerical Prediction of Scale Effects in Ship Stern Flows with Eddy-Viscosity Turbulence Models L. Eca ( nstituto Superior Tecnico, Portugal) M. Hoekstra (Maritrne Research Institute, Netherlands) Abstract his pcper presents c m mericcl mve tigation of sccle effects on ship tem flows he mo t popu- kr cigebrcic, one-equation md two-equation eddy- viscosity turbulence models are successfully cpplied to fhe calcoktion of fhe flow aro md fhe Mystery tmkerfiom modelup to full sccle R y oldsmmber It is show that fhe choice of the tmbulence model does have m i fluence m fhe results (notably fhe near wake fleld), but the dffferences c msed by ch mg- mg fhe turbulence model tff~d to dim mish wifh the m- crecse of th Rey olds m mber 1 Introducidon One of the mcin cdvmtages of Computatiorurl Fhid Dynamics (CF ) over haditiork~l model testmg is the potenticl) c mctility to p~edict R y olds m m- ber effects on fhe flow fleld aro md c ship But be- fore this cdvmtage cmbe exploited, two major tasks arise he fl st is to chmge th potenticl ccpability to c true ccpability by mcking sme fnat fhe m mer- iccl method c m cope with the ext~eme reqmir ments posedbyfl wsimohtionsatfullscaleR y oldsmm- ber he second task is to go th ough fhe verffcation md validation processes Only c few ctt mpts to p~edict scale effects with CF have been reported One such cttempt is [I ], p~e- sentmg ~esults, h wever, which are not m mericcily convmcing he present cubhors have show to be more succes dul in computmg ship stern fl ws from model up to full sccle R y olds n mbers, [2], with ver iflca t ion of m m ericcl error s, [3] md [ 4] U for - tmutely, there me vi tually no ~elictle experimentcl dch a~ihtle for full scale ship tem flows, so that fhe validation process is obsh ucted he best fhing to do is thff~ to inxecse fhe level of co fldence by vali- datmg et model-sccle R y olds m mber md sh wmg fnatw 11-kmow t~endsforR inxecsmgaresytem- ctically reproduced ~ the hst two decad s, chuge efforthcs been mcde to validate CF predictions et model sccle R y olds n mber H wever, the present tat s is far from be- mg completely satisfactory Notably fhe accurcte p~e- diction of the axicl velocity fleld in regions of high treamwise vorticity hcs proved to be diff cult Some success hcs been ckimed for second moment clo- sures, e g [5] But if one cims et selecting c tmbu- lence closure that is m merically robust et model and f 11 sccle R y olds n mbers, eddy-viscosity models are still fhe only ~ecsoruible choice ~ fhis p mer we present c m mericcl inve tigation mto fhe prediction of sccle effects with eddy-viscosity tmbulence models, mcludmg cigeb~aic, one~quation md two-equation models Two mcin gocis are con- side~ed: e Ir~stigate which turbulence m odels are m meri- ccily robu t from model up to f 11 sccle R y olds m mbers, without fhe need of fmfher t ming e Evalucte fhe i fluence of fhe R y olds n mber on fhe diffe~ences betw en sohtions obtamed with dffferent eddy-viscosity tmbulence models With cchie ing these gocis, we expect to inxecse the co fldence m fhe use of CF et full sccle R y olds n mbers, usmg turbulence models that have been origincily d veloped for thin shear hyers et model sccle Rey olds m mbers The pcper is orgmised in fhe following way: sec- tion 2 gives c brief description of fhe tmbulence mod- els md fheir m mericcl impleme htion The ~esults of cpplication to fhe fl w aro md the Myste y t mker ctR y oldsn mbersfiommodelsccleuptofullsccle Rn me presented md discussed in section 3 Section 4 summarizes fhe conchsions of fhe pcper

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2 Turbulence Models ~ order to cover ~ broad spech m of eddy- viscosity tmbuler e models, w bav considered 6be following models: e Algebraicmodels Cebeci & Smith, [6, (CS) Baldwin & Lomax [7], (BL) e Or ~quationmodels Spalart & Allmaras, [8], (SA) Menter, [9], (MT k—d models * Two-kyer model, [10], (KE-TL) * Cbien's low-Rn model, [11], (KE k—m mod is * Stmdard, [12], (KV~ * M nter, [13], (KVvM) q—5 model, [14], (Q~ Tbe or -eq wtion model of Baldwin & Bardb, [15], md 6be SST v sion of M nter's k—m model, [13], w re aIso tested How v r, remlts of 6bese models will notbe mcluded indbe presentpaper Tbe Baldwm & Barth model sh wed ~ v ry poor bebaviour m 6be mitial te t r ms, while the SST v sion of Menter's k_ m does r t perform berer 6 m 6be other k_ m models te ted It is poss~ble to improv 6be quality of the pr dic- tions of ship tern flows wibb the or -equation md two-equation tmbuler e models usmg ~ simple cor- r ction to the production term of 6be hansport equa tions, [16] However, in 6bis paper w will gdopt 6be tmdardv rsionsofthemodels 2.1 Algebraic Models Tbe two algcbrdic models are w 11-kmown md based m ~ two-hyer d flmition of the eddy viscosity, v~, where 6be eddy viscosity is obtamed from 6be m m- im m of its values m 6be two 1ayers ~ 6be i mer- kyer, bobb models use 6be mixmg-length approach wibb the Vm D lest dgmping f mction m 6be r ar-wall rgim ~ 6be Cebeci & Smithmodel, the eddy viscosity in 6be outer region is obtair d from (v,)O = 0.0168q~6~ j (1) wher q~ stmds for tb v locity at 6be edge of the viscous region md 6* is the dispkcement thick- r ss, which is m integ al parameter deflmed for 2-D bo mdary-hyer fl ws, md ~ is the mtemmitter y fac- tor, which is giv nby ~ = 2) wher 6 is 6be thickmess of tb viscous region ~ ~ ship stem flow calcohtion, perfommed m curvilirRar coordir~te system, (; ~ 5)l some as- sumptions bav to be made to compute q~, 6* md ~ We detemm me these q mtities fi om i fommation along each g id lir normal to 6be wall md the viscous 1ayer 6bickmessiscalcoktedfr mbbetotathead D tailson 6be calcoktion of q~, 6* md ~ me giv n m [16] Tbe main advmtage of 6be Baldwin & Lomax model ov r 6be Cebeci & Smibb model is the abser e of 6 md 6* fiom the deflmition of 6be lengh scale m 6be outer r gion in 6be Baldwm & Lomax model, (v,jO is giv nby wher (V~>o = 0-ol68ccpl;~cledFw te i (3) Fwww = mm (ymwFmwicCud If (4) Fmw is 6be maxim m of the f mction F=yrlwl(l—e~~ ) (5) md y w is 6be value of Yr where F w occurs Ud~f is 6be differer e betw en the maxim m md mmim m values of q along m ~ g id lir, I Wl is 6be magmitude of 6be v rticity v ctor, A = 26 md Yr is 6be non- dimff~siorul di tance to 6be wall in wall coordir~tes Ftl~d is 6be equivalent of ~, md is giv by Ftied ~ 6 (6) + ~ tledymw) Ccp = 1.6, Cg = 0 25 md Ctl~d = 0-3 Althoughtb calcuhtionofFww~ mdymw seemsto be stmighfforward, it is not Tbe values of these two parameters me directly rehted to 6be v rticity, which ismv selyproportiorultotheg idlmedi tanceinthe phy ical space Tbis depender y of F on 6be v rticity makes its m merical calcuhtion extr mely sensitiv to '4t sstemwisecoordinde.~t sooordt decorm~lolhe hipsmbace md~t sgtdhwisecoordinde

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6he me m flow field, which dep nds on v~ md is d - termin d itemtiv Iy To cvoid umdershoots md ov - shoots of the eddy viscosity, the spaticl variction of Y~~m; must be limited in 6he present implemenbtion, 6he following limiters are cdopted 0.95y,,m, /(Yr ) + (,~ ) j (11 ) whe~e Yr is the distmce mecsmed clo g the n rmal g id Imes md x—x~ is the distmce to 6he 't~ailing edge' of th ship mecsu ed along the symmetry pkme 2.2.2 Menter The on equationmodel proposedbyMenter in [9] deriv s 6he following h m port equstion fi om 6he k— emodel: Dt clDlvt:3+V ((v+ t jVv)—c:E The eddy-viscosity is giv nby v~ = D: v~ D = v~+v v~+v Ele = sE~t mh(~) D: = I—e (A t v) Et_~ = V (V/~V\/3) E~ = VV! VV! The model const mts are: cl = 0.144. c: = 1.862. C3 = 7 t =0.41 j t =1 j A =13. (1 3) (1 4)

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2.2.3 Boundary Condfldons ~ c ship tem flow cclculation we n cd to spec- ffy boumdary conditions et 6he si boumdaries of 6he domcm: mlet, outlet, ship su face, ship symme- hy pkme, fiee suface: md external b mdary The boumdary conditi ms are specffed in the wme way for both on ~quation tu bulence m odels At the ship surfae the tmbulent qumtities are vmo md symme- hy conditions are cpplied on 6he flee su face md et 6he ship s symmeby plane At the outlet, the sheam- wise derivativ of 6he tu bule t qumtities is cssumed tobe:owo Di ichletboumdaryconditionsme imposed for the tu bulent qumtities on 6he external boumdary md are fl cd by 6he valu on 6he border of the inlet pkme The p~esent calcoktions w re pe formed only for 6he di p ut of the ship; 6he mlet plane is located et mid-ship, md so there is cl ecdy c viscous ~egion in 6he inlet pkme A t mdard st~aighffo ward procedme was cdopted to deflme the tmbulent qumtities et 6he mlet plane: v~ is ccl ulated with 6he Cebeci & Smi6h algeb~aic model md the tmbuient qumtities are 6hen deriv d fi om the km wn eddy-viscosity 2.3 Two-equation Models 2.3.1 Two-layer k—~ The two-kyer k—d model p~esented by Chen md Pctel m [10] solv s two h m port equstiom in 6he outer flow region ~ 6he n ar-wall region only 6he equation fcr 6he tmbulen e kmetic en rgy, k, is solv d The valu of d is deriv d from m clgebrcic length sccle The n ar-wall model is equivalent to 6he on -equationmodel of Wolishtein, [17] The eddy-viscosity is obtain d fi om V, = C~— (I 5) md k md d for c stecdy flow me obtain d from 6he solution of 6he equations: =v~S+V ((v+—)Vk)—~ (16) md =C~kv~S+V I~,l~,v+—JVeJ—C k (17) the n ar wall region, d is detemmmed from kl i c=0.416 / j (l 8) slmbe presecl o~ ml dioc we haw m ed Ihe double model m prox m diom md so Ihe tree whace is ssymmet y~l me wi6h md /e =Yr (1—e—o 263de~) (19) Rq = Y 20) The f~ f mction deflmed by the Woffshtem on - equation model is I—e—O.Ol de~ f~ = I _~0.~63de, 21) The stmdard k—d constmts me cp = 0.09, Cl = 1.44, C: = 1.92, t = I md t = 1.3 The k y fectme of 6his two-kyer m odel is the deter- minati m oftheboumdarybetwe nthe im~er md outer kyers which is often deflmed by c criteri m based on y However, withy it is diflflcult to establish c cri- terion which is insensitiv to 6he Rey olds m mber in ou cpprocch, 6he i mer-lcyer region is deflmed by the following criteric: f~ < 0.99 Ay < 50 . The fl t criterion would be 6he nstmal choice to bor- der 6he im r-hyer ~egion How v r, in the iterctiv detemmination of the eddy viscosity fleld it may lecd to excessiv Iy large regions, which provoke m meri- calconvergeneproblems Therefore,w hav cdded 6he second criterion which originates fi om the kmowl- edge on flct pkte boumdary kyers, where the fully- tmbuient region starts et y ~ 30 - 50 This cp- procch does not guarmtee that 6he f~ is close to I et 6he edge of im~er-kye' Therefore, m 6he outer-hyer 6he d h m port equation is solv d but f~ is still ob- tain d from (21) As in 6he one-equation models, iyr>~. deflmed by equation (11 ), is used in the wake to ~epresent the dis- tmce to the wall 2.3.2 Ctden's k—d model The low R y olds k—d model proposed by Chien, [11], does not distingmish betw en im r md outer kyers md is directly cpplicable in 6he n ar-wall ~e- gion The eddy viscosity is obtamed from equation (15) The k md d h m port equations of this model D k v S + V ( (v + vt ) Vk) _ _ 2 k 22)

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md ~f = C, kV,S—k ~C2fi~ + T] + V ((v+ vq,}V~) . 7he near wall dampmg f mctions are giv n by: f~ = I _ e_c~; j 7he model constants are t=l—I 8e {~~) . 25) cp = 0.09 j Cl = 1.35 j C: = 1.8 t =1 j t =1.3 C3=0.0115 j C4=0.5 . 2.3.3 Standard k—m model 7he k—m model hcs been proposed by Wilcox, [12] it obtams 6he eddy-viscosity from k V, =— md k md m are obtsined fiom 6he solution of 6he equations: giv by (27) 7he m t msport equation is re-w itten as : ¢= ~S+2(1—Fl)(q~:Q~Vk.Vm+ v.~4v+ V, NV~-hw: 23) \\ ~./ J 29) whe~e th con t mts of 6he model, for convemence 24) mbolicclly dffmted by ¢~, me obtamed from ¢,=F,f,+(I—F,)~ 7he ¢1 set of constmtsis6he one ofthe t mdardk—m model md the ,6 set of constmts has beff~ deriv d fiomthek—smodel mdisgiv nby: ~ = 0 4404 i h~ = 0 09 i h: = 0.0828 j (t >~=1 j (qw)~=1,l7 j 7he blendmg function, F. is giv by F. = t mh (org4) j (3o) wi6h I ~ ~ SOOv 4(qw)2k t/rg=mm LmaX ~o 090)Yri y 0) i CD~ 26) (31) md CDKW=maX(2(q~20~3 t~ ~ jlO-~° (32) k VS+V ((V+Vt)Vk)—hS k 27) 2.35 q—S model md Dt S+V ((v+` )Vm)—hm . 28) 7he m equationc mbe integ cted d wnto the wall md the model con t mts me: c = 0.5532 j h~ = 0.09 i h = 0 075 i t =2 j q~=2. 2.3.4 Menterts k—m model M nter's v rsion of 6he k—m model, [13], is c blendmgbetw enthek—~ mddhek—mmodels 7he objectiv of 6he model is to solv the m equation in 6he near wall ~egion, which does not ~equi e exhc damp- mg f mctions, wherecs m 6he octer region of the flow 6he ~ h m port equation is solv d As m the t mdard k—m model,6he eddy viscosity is computed from 26) md the k t mspo t equati m is 7he q—5 model is proposed m [14] It is c two- equation model deriv d from 6he k—~ m odel wi6h the objectiv of having tmbulent q mtities which go to vmo et the wall 7he two turbulent q mtities of the model, q md 5 are rehted to k md ~ by (33) 7he h msport equations of q md 5 are deriv dfr m 6he h mspo t equations of k md ~ with the rehtions: Dq = I Dk Z)F 2qNf D ~Ds _ ~Dq Ot ~ ~T q Ot ~ 6he p~esent impl menbtion of the method, hien's low Rey olds v rsion of 6he k—~ model was cdopted to obbin 6he h msport equations of q md 5 7he eddy-viscosity is giv nby v~ =C~f~25 (34) (3s)

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ad 7 he near wall dampmg fumctions are giv n by: D] vtS + V . ( (v + Vt ) Vq)—S—y j (3 6) D; C ~vS C ~a C 5 ~F Ciq~- <2f<2q- 43f<3~+ V ((V+ t ) VS) (37) f~ = 1—e~°-°l 15Y~ (38) C<:f<: = 2.6 - 0.792e (~) j (39) 1~N 7 he model const mts are C<3f<3 =2e ~ J_I. (40) cp= 0.09 j C 0.156, m Hermite cubic mterpohti m is used to obtain 6he tu bulent qu mtities, assuming wro derivativ s et the exteukd boumdary At 6he ship surfae, k, q md 5 are wro in Chien's formohtion of the k—d model, d is clso wro et the wall However, the wall boumdary condition for o asks for c few mme words According to [12], o be- hav s in 6he vicmity of 6he wall es: whe~e o = for Yr < 2.5 j (43) N = ~ W f ,5 ~ ~ . ~ ~ w~ ~ ~ with iscous conections A16hough ckmo t ev yo w repo ts 6~t the war-wall behaviou is c shong pomt of th model, the valow of o et the wall atuslly tff~ds to infmity! O Iy in [12] it is recogmsed that 6he o boumdary condition at 6he wall may lecd to m mericcl diffculties when fime g ids me used in 6he war-wall region The most popular implementation of the o boumduy condition at the wall is mggestedbyMenter in [13], which ju t fi ws the wall valow by ~w = 0 075i.\y )2 i (44) whe~e Ayl is 6he dista e of th fi st g id node to the wall Obviously, 6his condition is just equ~tion (43) multiplied by 10, md m be critici wd for 6he follow- mg reasons: I The fator I O is completely arbitrary4 (42) 2 it is based on the o solution without viscous corrections in c region where viscous effects me domi mt 3 it is clearly g id depff~dent, bee mse the dist mce of the fi st g id node to 6he wall cppears explic- itly in 6he defimition of ~w Two aherrurtiv wall boumdary conditions are pro- powd by Wilcox in [12] The fi st o w is to cclcohte o directly from equ~tion (43) for Yr < 2.5 in teed of solvmg 6he o t mspo t equ~tion in th war wall ~e- gion The second o w is to deriv mw from 6he skin fiiction v locity using c'slightly rough wall'boumd- arycondition Ithas ckeadybeen show m [18] 6~t 6he htter cpproah lecds to umsatisfato y resu ts for ~Theoretio~lly o~ hould be t finite

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6he skin friction coefficient for the flow on z flzt phte Ther for, only 6he fl st option is lef to zvoid the use of z g id-dependent bo mdary c mdition in this paper w shall compme two zlternativ s: i) zdopt equation (43) with N~ in hding viscous conections to deflme 6he n ar~ll values of m, BCI; md ii) obtzm m zt 6he wall fi om equation (44), BC2 3 Results and Discussion 3.1 General All calcuhtions w re carried out with the computer code PARNASSOS, [19], which solv s the R y olds Av raged Nzvier-Stokes equations m thei complete form [20] The test case m 6his paper is the flow aro md 6he D e ~dy te y) tmker which has ear- lier been subject of c mparativ computations m 6he Gothenburg md Tokyo Workshops, [21] md [22] Two main reasons justify this choice: the flow is sufflciently complex to test 6he ccuray of 6he tm- bulen models, md, in particular, it e hibits, zt lez t zt model scale R y olds m mber, the socalled 'hook shape' of the isolmes of the axial v locity zt 6he end of 6he stern, zs z r sult of the existen of shongbilge v rtices A detailed m merical v rff cation st dy has ben pe formed with PARNASSOS for this test case, bodh zt model scale R y olds n mber, [3], md full cale R y olds m mber, [4], which permits 6he selec- tion of z g id with sufflcient resolution ~ 6he pr sent tudy, flv dffferent Rey olds m m- bers hav been consider d: 5 x 1o6, 2 x 107, 1Os, 5 x 108 md 2 x 109, with 6he R y olds n mber d - flmedby R =—. v A Cartesi m coordinate system is inh oduced with 6he z axis zlong the mdisturbed sheam, the z axis v rtical positiv pomtmg upwards md y completing z right-h md system The origin of the coordinate sys- tem is located on the forward p rpendicular zt 6he ship mmet y phne on the k cl Ime All the variables pr - sented cc made non-dimensional using U~ md l zs 6he v locity md length r fer n e cales The c mputational domain covers only 6he flow fleld n ar 6he tem The inlet md outlet phne are z c mst mt pkmes The inlet pkme is located zt z = 0.5l md 6he outlet phne zt z = I.25l Th extemal b md- aryis mellipticalcylinder,giv nby: y ~ /z—0.056lN (0,149) +1~ 0,140 J = The r mainmg bo mdaries are 6he fiee surice, pkme z = 0.056l, 6he symmeby phne of the ship, y = 0, md the hull surface The vol me g ids w r cr zted wi6h z proprietary elliptic PDE g id gen ztor, based on 6he GRAPE zp- proach [23] The m mber of g id nodes in 6he sheam- wise md gi thwise di ection is the same fcr 6he fl e R y olds m mbers: N; = 161 md N: = 41 The n mber of g id nodes in 6he normal di ection, N~, m- creases wifh R N~ = 81 for fhe low st R md 10 g id lin s cc zdded each time R is mcreased, which leads to N~ = 121 for R = 2 x 109 The g id lin p cing in the ncrmal di ection is deflmed by on - dim nsiorul str tching f mctions, which are t med to obtamamaxim mvalueofy ztfheflsthyerofgid nod s zway fiom fhe ship smfce of zpproximately 05 Fiv sigmiflc mt flow p~meters w re selected to compme the dffferent m merical sol tiom: e Friction r sistance coeflflcie t~ CDI: CD! (~3U') 14 xo<|did -pU l: e Pr ssure resi tance coefflcient, CDP: CD =2Jcp(4xo<) ~did5 e Wzke frction, Wf: W = 1: (I— ) d e Maxim m cross-sheam v locity zt z = 0.989l, (Vw~m~,, with Vw = J:u )2 + (U3~. e Minim m axial v locity compon nt m fhe flow fleld. Um~r The maxim m cross-sheam v locity zt z = 0.989l is r hted to fhe bilge vortex intensity md U~ ~r identi- fles fhe exi ten e of sheamwise flow separation The mteg zls in hded in the deflmitions of CDI. CDF md Wf are evaluated with G mssim quadratme rules as- summg zbi-lmear variation of fhe urJmownsbetw en fhe g id nodes The arez Q for the calcoktion of the wake fi ction is fhe propeller di c, which has be n IO- cated zt z = 0.989l wifh fhe axis of the propeller zt z = 0.0166l; the die radius is R = 0.015l, while z ero hub mdius h~s been zss med.

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3.2 Wall Boundary Condition for tO To mv stigate fhe i flu n e of fhe m mericel im- plementation of the wall boumdary condition of P. Varietle CD! X 1 O CD X 1 O Wf uW)m:~ mir 4 L.Vt~me' X 10 (V~>m~; X 1O BCt 1 944 0911 0 609 0 343 -0 075 0 265 I 582 BC2 1 612 0 878 0 565 0 365 -0 076 0 257 I 504 Tetle 1: Comparison of solutioms obtamed with Mbuter's k—P model usi g differ nt implementa- tions of the P wall boumdary condition w hav calcuiated the flpw et f = Sxl06 with Mbuter's v rsion of the k—P model with fhe two op- tions considered: BCt, which obteins P from fhe th - or ticel valu for y < 2.5 md BC2, which is based on m od hoc deflmition of c flmite valu et fhe wall Tetle I presents the fl e selected flpw qumtities md fhe me m md maximum valu s of v~ obtamed with BCt md BC2 The dffferen s obtain dbetwe n fhe two solutions are certamly not neglig~ble As on might expect, fhe fi iction resist mce coefflcient, CDf, e hibits the largest d fference How v r, the limitmg treamlin s of both prlcuiations, which are depicted m flgme I, are simi- ~ BCZ, (T~)c Figme 1: Limiti g sheamlmes for Mbuter's k—P model wifh dffferent wall boumd uy conditions At fhe propeller pime, x = 0.989l, fhere me sig- nffc mt differen es between fhe isolin s of the axiel v locity, as shown in flgme 2 With BCt the speed is deflnitely Ipwer in the i mer wake th m with BC2 0.0< \ 0.01 A rlC 0~00 0 0 i O.O2 0.03 0 04 02 os 04 05 ~ o: ~ 0.7 v o: ~ Oq Y/~ Figme 2: A ial v locity isolin s et x = 0.989l for Mbuter's k—P model wifh d fferent wall bp mdary conditions These r suits show that th flpw prediction is clearly dependent onthe m mericel implementation of fhe P wall boumdary condition They suggest ft et the P behaviou et the wall c mhardlybe seen es c shong pomt of the k—P models From the r suits it is not clear which is fhe best choip,BCt or BC2, how v r, as discussed etov, the re mlts of BC2 me irJ~erently g id-dependent Therefore, w will edopt BCt for the r meinmg prlcuiations wifh fhe k—P models 3.3 Scaling EEects The results of fhe fl e selected flow qumtities md fhe maximum valu of v~ me giv n m table 2 for the fl e R y olds numbers md for th various tu bulence models te ted ~ st mds for the maximum dffferen betw en th predLctions of th different tubulenee models et c giv n Rey olds m mber Th dffferen s betw en predictions wifh dfferent tubulen e mod- els come out es mprecietle et model scele R y olds number but tend to diminish with the mcrease of the R y olds m mber A e peption is foumd in fhe maxi- mum cross-sh eam v locity et the propeller pi me; it is fhe only on of the selected flow varietles which does not ch mge m on tonicelly with the Rey olds m mber Figme 3 pr sents the friction resi tanee coefflcients giv n in tdole 2 We hav tried to compme the r suits wifh two fi ietion Imes, the ITTC lin . (CDf)° {i 'f ~ 2)2 i

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Va~ nble CD! xlo4 Cl o4 Wf (Vw~mcD Ul ~r (V~)mm: xlo4 SXIO6 2xl07 108 SxlO~ 2xlO9 sxlo6 2xl07 108 SxlO~ 2xlO9 SXIO6 2xl07 108 SxlO~ 2xlO9 SXIO6 2xl07 108 SxlO~ 2xlO9 SXIO6 2xl07 108 SxlO~ 2xlO9 SXIO6 2xl07 108 SxlO~ 2xlO9 CS I 573 1269 1 22 0846 0732 0598 0527 0466 0423 04 2 0528 0462 0397 0347 0315 0209 0199 0203 0206 0208 -0012 0004 0 000 0 000 O 000 2 327 1 979 1 647 1 374 1173 Sf 1 816 1 469 1177 0965 0825 0788 0720 0649 0605 0578 0632 0547 0452 0393 0352 0280 0301 0302 0294 0263 -0059 -O 055 -0035 -O 005 0 000 1 627 1 338 I 093 0917 0780 MT 1 606 1 335 1 098 0916 0791 0741 0648 0583 0547 0535 0619 0535 0454 0393 0353 0290 0289 0276 0252 0228 -0068 0040 -O 001 0 000 0 000 1259 1 026 0845 0711 0626 KE-TL I 561 1280 I 059 0885 0767 , o7l3 0638 0580 o s43 0542 0563 0493 0421 0369 1 0334 1 0287 0286 0262 0229 0227 -0028 -0007 1 o ooo 1 o ooo 1 o ooo 1 lil3 1 0927 1 0798 0660 0556 KE 598 3ls 082 9oo 0776 0687 0645 0604 7o 0565 0576 0512 437 0380 0341 0266 0284 0284 0256 1 0229 1 -o ols -0016 1 1 o ooo 1 o ooo 9s 0965 0823 0 708 0586 rQZ I 44 ll97 0988 0824 o7l3 o 655 0614 o 589 os7 o s7 o 532 o 479 o4 0 365 0 330 0 263 0 271 0 268 0244 0 228 7 1 1 o ooo 1 o ooo 1 o ooo 1 1 046 o 889 0742 0 603 1 osos 1 KW 1 939 I 546 1 213 0 981 0 841, o 923 o 829 0744 0690 0 648 0616 o 532 o4 0384 0 345 0 347 0 378 0 396 0 395 0 336 7 065 4 27 1 o ooo 1 492 l 318 o 93 0 763 0 700 K\AfM 944 47 1221 983 0 843, 9 0817 0732 0675 0638 0609 3 449 0386 0345 0343 0367 0377 0369 0331 7 -0 064 -°°41 1 -0 034 1 1 oooo 1 582 1361 4 0862 0756 r~ 499 3so 0233 4l 3o 325 0 320 0278 0267 0236 4 085 7 0 046 0 038 0 138 0 179 0 193 0 189 0 128 063 061 4l 1 o o34 1 o ooo 281 9o 9os 800 0 668 Table 2: Comparison of solutions obtamed with the md the Schoe herr line, 0 242 = loglO (Rn(CDf)O~s) j Smce our computation domam covers the afi haff of 6he hull only, w have estimated 6he equivalent plate fi iction of 6he aftbody as Di)pl [2(CDI>O(.R )—(CD )O ( )~ T whe~e Sw is th wetted surface of the ship included m 6he computatiom~l domam, which is ass med to be half of the total w tted surface The p~edictions of a11 6he turbulence models e h~bit the correct hend with sewval turbulence models at different Rey olds n mbers 6he mcrease of the Rey olds m mber, but there is clear diffe~ence m slope As ~ fur6her relevmt result, w have plotted the ae m wake fracti m, Wf, as afunction of the Rey olds ~ mber m figme 4 It is interesting to note 6~t m both igmes 3 md 4 the~e is good ag eement betweff~ the iA model md the two k—m models, K\Af md K\AfM The calculated limitmg sheamlines at R = 5 x I o6, b'= 108 mdRn=2 x lO9are illu trated mfigmes 5 o 7 fcr th models CS, ~iA, MT, K\Af, KWM md KE As in the previous re mits, 6he dffferences betw en he predictions of the various tmbulence models tend o diminish with 6he inmease of Rn Once mme, the

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2.5F 2.0 o ~ ~ 5 . . . _ 1.0 0.6 6. ~ MT ; td W? :. ttt ITTC \< Schoenher: +CS *SA hKE O MT ~ KE TL f QZ 1~ KW 0 KWM 7 6 9 10. LogtO(Rn) Figme 3: Friction resistmce coeffcient of the cft- body, CD! CS C f motion of the Rey olds m mber for fhe variocs turtclence models tested 0.65F o 6ot o 55t - o 50t o 45t o 40t o 35t O 30~ 6 +C3 *3A xKE * OMT ~ KE TL ~QW x O KWM A ~ + k3 + 3 + ~ + 7 6 9 10 Log t o (Rn) Figme 4: Wcke ficotion, Wf, es c f motion of fhe Rey olds m mber for the seve~al turtclff~qe models tested ~esclts of the SA, mw md mw v~ models are very sim- ilar: At full qcle, f = 2 x 109, the CS, MT md KE also show good cg e ment he axicl velocity isolines et fhe propeller pkme, x = 0.989l, et fhe same f ee Rey olds m mbers, 5 x 106, 108 md2 x 109, are presented infigmes 8 to I O he turbulence models i qlcded are cgain the CS, SA, MT, KW, K\AfM md KE he Ul isolines e hlbit Figme S: Limitmg sheamlmes ctf = S x 106 c d c tic i fiue qe of f At model scale, fhe t pical hOOk shape' does cppear for th k—m models, md to some extent, for fhe one-eq wtion mod 1s5 SA md MT Hqwever, et x = 0.989l, the 'hook shape' tends to discpp ar wifh fhe i q~ecse of fhe Rey olds m m- ber At f = 2 x 109, nqDe of fhe p~edictioms e h~bits c hOOk shape' md d fferff~qes betweff~ the resclts of fhe variocs m odels, i qhding the clgebrcic CS m odel, are rcther smell his effect of f is ~eMted to the st~etch ng of the b ilge qrt :x, genemte d wif hin fhe ship b o mdary Icyer which red ces its thick ess with the i q~ecse of f Figmes I I to 13 illc trcte the cross- trem velocity field et x = 0.989l for fhe same f ee Rey olds m m- bers he plots i qlcde fhe CS, MT md K\AfM mod- els Although there me some dffferences betwen the p~edictions of the f ee models ew~n et f = 2 x 109, xsm co e Deo ,mese remoco om eeas~ylmprov wi h s s mple ooneotlm t the grodcotloc temm o the tr m eqc diOC of he twbulect qc mtity

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Figme6:Limiting treamlinesatR =108 The tretchmg of The bilge vo tex with The increase of R is clear for the th ee models We should note 6~t The present results do not im- ply 6~t the t pick hook shape' of The al velocity isoh es disappears with The inverse of R. it just m- pearsfmtherdow sheam Figmel4presentsth ve- locity field et x = I.ll obtained with the IC.'JM model for Rn = 2 x 109 At this location, the bilge vo tex is almo t axisymmetric md The Ul plot shows The typi- cal 'hook shape', which is mder t mdbly w cker 6 m et the propeller plane et m odel sac e, bec mse The bilge vortex has not only rolled up m the near wake but it has also diffused 4 Conclusions We have presented remits of c m meri cl inves- tigation of scaling effects in ship stern flows using algebraic , one -e quct ion md two ~ qua t ion turbulence Figure 7: Limiting mecml es et R = 2 x 109 models The turbulence models w He all implemented without my special t ming d pendent on the R y olds n mber For the two-equation k—m models, we have pouted out the deficiencies of c widely accepted mm- mericcl implementation of The wall bo mdary condi- tion of m The results of The ccicoktion of The -I w aro md The IA e (mystery) t taker et -i e R y olds m mbers, 5x 109,2 x 107,109, 5x 109 md2x 109, suggestthe following conclusions: e it is possible to simulate m merically ship stern -I wsfrommodeluptof llsccleRey oldsmm- bers with the most popular eddy-viscosity tmbu- lence models, mcludmg algebraic, oneequation md two-equation models e in global temms, The predictions e habit the same Tend in the flow field with The increase of the Rey olds m mber for all the turbulence models

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A AA A na A A 0.0 A A U.U ~U 0.01 0 00 0 01 0 02 0 03 0.04 ~.u A Aq A A A A 1 y/L A A U.U ~ UA MT 0.01 0 00 0 01 0 02 0 03 0.04 .u A Aq A A A A 1 A A t 01 * OZ O Os 04 as ~ as s 07 os os y/L 0.0 0.03 0.02 0.01 0.00 0.00 0.01 0.02 0.03 0.04 y/L 0.03 0.02 0.01 0.00 0 00 0.01 0.02 0.03 0.04 y/L 0.01 0 00 0 01 0 02 0 03 0.04 y/L Fit3~re (i: Axi4i vebc~t isolines 4t ~ = 0.989l ob- + ot * 02 0 Os 04 as ~ cs 07 08 Og + ot * 02 0 Os 04 cs ~ cs 07 08 ~ OD 0.03 0.02 0.01 0.00 + ct * Oz 0 o3 o4 os os ~ 07 os ~ OD 000 001 002 003 0. 04 y/L Fit3~re 7: Axi4i velocit isolines 4t ~ = 0.989l ob-

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Do N 0.0 0.0 0.0 A n r/ w.u (S 0.0 0 00 0 01 0 02 0 03 0.04 y/L 0.04 ~ 0.0 0.0 N .1 ~ I 0.0 A ~ oo h oo h 1 0.01 A ~ y/L 0.04 ~ ~ w.w KE 0.01 0 00 0 01 0 02 0 03 0.04 y/L Ot OF 04 04 o~ 06 07 09 09 Fit3~re 8: Axi41 velocit isolines 4t ~ = 0.989l ob- hined 4t Rn = 2 x 109 ~ ~A ... . 0.01 g~) ~ 0.00 0 01 0.02 0 03 0.04 N 0.0 0.0 y/L MT ·~W 0.00 0 01 0.02 0 03 0.04 y/L KWM i>3~re 9: T~nsverse velocit field st ~ = 0.989l ob- hined 4t Rn = s x I o6

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o.ol o.oo . 0.01 M O.01 ; V 0.00 0.01 0.02 0.03 0.04 y/L CS 004 0.01 0 00 0 01 0.02 0 03 0.04 y/L MT 004 0.01 0 00 0 01 0.02 0 03 0.04 y/L KWM Figure 10: Transverse velocity field et ~ = 11.989l ob- tained et Rn = I 09 ~ i \ N \ N U.U 0.0 ~ fit 0.0 0.0 ::~ ~ 0.00 0.01 0.02 0.03 0.04 y/L CS 0.00 0.01 0.02 0.03 0.04 y/L MT AAt i ;~\ o.ol Alto ~~'~Ir~I~;~ ~~ v \ ~~ N ~ ~ \ 0.00 0 01 0.02 0 03 0.04 y/E KWM ~ ~t3~e 11: Trarisverse velocity field et ~ = 0.989l ob- tained et Rn = 2 x 109

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\ ~ . ~ ~ nn~ nn~ nn not nn~ 002 nn, n nn 0.01 ooz 0 oo 0.01 0 oz 0 03 0 04 + 07t ~ 076 0 o79 ~z 09s ggs ~ 09t ~ 094 y/L Figme 12 Velo ity field et I / l bbm d with Menter k t m del et Rn 2 x ;O9 Above axwl velocity, U', isolmes Below: cross- tream velocity field e The dismep mcies betw en figw fields obtamed with diffe~ent tmbule ge models et c given Rey olds n mber tend to decr cse wifh the m- crecse of the Rey olds m mber e Although fhe perfommance of the k—t models seems to be wxy e souraging. fhe predictions depend on fhe m merical implementation of fhe t bo mdary conditigm et c solid surfae Some implementations cdvised m fhe open literatme are mass ptable The present ~esults ~ei force fhe need for relictle experimenbl dat4 et full secle Rey olds n mber for 41idation p gposes All eddywiscosity turbulff~se models, used here, w re essentially developed for bo mdary-kyers et modemte R y olds n mbers References [1] Wctson S JP, Bull PW - TheScolingofHigh R y 71du Numben Vuco u Fbow Pnedictio u Using CFD Technigu~ - Thi d Osakc Collo- qui m, Osakc, Jcp m [2] E94 L, Hock t c M -Numericol Colculotio u of Ship St m Fbow ot Full S 71e R yno u Numbens Twer&st Symposi m on Naval Ship Hyd odynamics, Trondheim, June 1996 [3] Hoekst c M, Eg4 L - An Example of Eman Ouantt icotion of Ship Reloted CFD Result - 7th N mericcl Ship Hyd odynamics Co fer- e ge, N mtes, July 1999 [4] E94 L, Hock trc M - On 6he Numenicol Veni ficohon of Ship St m Flow Colculoho u - I t MARNET Workshop, Barcelo c, November 1999 [5] Deng G B. Visom m M - Componuon of Ex plicit Algeb 7ic St~u Models ond S 7nd Onden Tuxbulence Cbasumu fw Steody Flow anound Ships - 7th N mericcl Ship Hyd ody- rumics Co ference, N mtes, July 1999 [6] C beci T. Smith A M O. - Anoysu of Tum bulent Boundo y l yens - Academic Press, November 1984 [7] Bcl dwin B S. L omax H. - Th in yen App 7x im7hon and Algeb 7ic Models fon S pon7t d Tuxbul mt Flow - A AA Pcper 78-257, J m- uary 1 978 [8] S pakr t P. R. Al l mares S R. - A One Eg uotio u Tuxbul m s Model fon A 7dyn mic Flow - A AA 30fh Aero pase Sciences Meeting, R no, J m uy 1992 [9] Menter F. R - Eddy Vuc uih Tno up ntEguo tio u and Th in Relohon to the k—9 Model - Jo mcl of Fluids E gineering, Vol. 119, De- cemberl997,pp 876-884 [10] Chen H. C, Pctel VC - Pnochcol Neom Woll Tuxbulm sModelsiwComple~Flow Inckd ing Sepon7hon - A AA 19th Fhid Dynam- ics, Pksmc Dynamics md Lcsers Co ferff~ge, J'me 8-10, 1987

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[11] Chien KY - Pnediction of Channel and Boundo y yen Flow wi6h o l~w Reynoldu Numben Tuxbulence Model - A AA Jourrul, Jarulary 1992, pp 33-38 [12] Wilcox D C -Turhd mce Model ing fw CFD - DWC Indu tries 1993 [13] Menter FR - TwoEguotion EddyVucuih Tuxbul mce Modeu fw Engine ing Applico tio u - A AA Jomrml, Vol. 32, Aug t 1994, pp 1598-1605 [14] GibsonMM,DcicAlhAA -Tw Eguohon Modelfon Tuxbul mt Woll Fbow - A AA Jour- m~l, Vol. 33, Aug st 1995, pp 1514-1518 [15] Bcldwin S B. Barth TJ - A OneEguotion Tuxbul mce Tno up nt Model fw High R yno u Woll Bounded Flow - A AA Pcper 91-0610, 29t Aerospace Sciences M etmg, R noNevadc, January 1991 [16] Hoekst~a M - Numericol Simulotion of Ship St~n Fbow wi6h o Spoce Moehing Noviem Stok s Method - PhD Thesis D if University, 1999 [17] Wolishtein M - The Vebxih and Tempe?otu e Dut ibution in One Dim ulonol Fbow with Tuxbul mce Augm mtohon and P~uune Gno dient - ~tenurtiorurl Jourm~l of Hect md Mess T msfer,Vol 12,1969,pp 301-318 [18] Goldberg U. Peroomi m O. Chakravarfhy S. - A Woll Dutonce Free k—~ Model with En hanced NeomWoll Treotm mt - Jourm~l of Fh- ids E gineering, Vol. 120, September 1998, 457-462 [19] Hoekst~a M, Ega L - PARNASSOS: An Ef i cl mt Me6hod fon Ship Stern Flow Cole dotion - Thi d Osakc Colloqui m on Ad anced CFD Applications to Ship Flow md Hull Fcrm De- sig, Osakc, hp m, l 998 [20] m der Ploeg A, Bgc L, Hoekst~a M - Com bining Accuxacy and Ef ici m y wi6h Rob~ut n u in Ship St nn Fbow Comp t tion - Twen- thi d Symposi m onNcval Ship Hyd odynam- ics, September 2000 [21] Larsson L, Pctel VC, Dy e G (eds ) - Ship Vuco u Flow - Proceedmgs of 1990 SSPA- CTH-IIHR Workshop, Flowtech Interm~tiorul AB R se ch R po t Nt 2, Gothenburg, June [22] Procedings of CFD Workshop Tokyo 1994, Ship R search ~stitute Tokyo, March 1994 [23] Sorenson R. L - Th~Dim ulonol Gnd Gmenahon obout Fight n Aienofl fon Zonol Finite Dkfe~mce Comp t tio u - A AA 86- 0429 A AA 24th Aero pace Sciences Co fer- ence, l 986, Rffm, NV

Representative terms from entire chapter:

turbulence models