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

Page
848
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Page
848
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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Reynolds-Averaged Modeling of High-Froude-Number Free-Surface Jets D Walker (ERIM International, Inc. USA) Abstract For turbulent free surface flow, the main effects to be considered are modification of the near surface tub bulent structure -- the free surface boundary when the local Froude number is low, and the effect of the fluctuating interfacial forces when the local F oudr number is high This study focuses on the develop ment of n consistent approach to calculating turbo lent free surface flow at arbitrary F oude number A frnmew rk, centered on the PeJnoids aver bed N. A''' Stokes equations and the code CFDSHIP IOWA, is described where the standard k e tub bulence model has been augmented with an nigh brnic P y old stress model to capture near surtacr stress nnisotropJ in addition, turbulence generated w wes have been described using n wa:v~nction model with n source term for the energy transfer from the sub su face turbulence to unsteady free surface dim turbancm The effect of the su face fluctuations on the flow are modeled -- an npprcximate shear stems boundary condition at the free surface Pmults are presented for predictions of the mean fl w and turbo lence quantities, as well as fre~surtace fluctuations with comparison to experimental data 1- Introduction Engineering predictions for turbulent flow near n free surface are of inter t in applications ranging from ship hJdrodJnamim to manufacturing processes The nonlinear nature of free su face boundary conditions along with the nonlinearity of the underlying Na:vier Stokes equations, make this problem anal tically in ton table, an d computationally challenging as w 11 A major impediment to the accurate modeling of tur bulent free surface flow, i e fl ws with n gas liquid inte face, has been the lack of an appropriate form for the P Jnoids weraged equations Unsteady surface elevation fluctuations cause the boundary to be in di tinct, or'fuzzJ, in the conte t of the weraged set of equations PecentiJ this issue was nddrersed in Hong & Walker (2000) where, starting from the gen ernl, variable property N. A''' Stokes equations, the authors derive n set of P Jnold~ weraged equations which apply nCrOSS the entire gas liquid domain The resulting governing equations, most conveniently em pressed in term of density w ighted weragm, are of the level set form (see e g Chant et cl 1996), where the interfacial boundary conditions are eflectiveiJ em bedded in the field equations In most approaches where the P ynold aver bed Nwier Stokes equations are applied to problems of ship hydrodynamics, the form of the equations used assume constant fluid properties (see e g TnEnrn & Stern et cl 1996) They also assume that the nix water interface is idealized to water fl wing bel w n void with zero pressure, density and vi cosity The mean free surface is deformable, but is assumed to be steady, and therefore n well dean d, sharp inter face, at which appropriate boundary conditions are applied While assuming that there is n void above the water is n reasonable approximation for this prob lem, ignoring the free surface flu tuntions can lend to serious errors in the predicted behavior of the fl w For n high F oude number free surface jet, Hong & Walker (2000) show d that surtac~elevation fluctu ntions help drive secondary fl ws which can change both the qualitative and quantitative features of the fl w Hence, inclusion of free su face effects is ret quired to obtain accurate predictions The obje tive of this study was to develop an up preach to predi ting turbulent free - :- ace flows in the conte t of the conventional P y old averaged N. A' '' Stokes equntions in the approach developed, the exact equntions derived by Hong & Walker (2000) are reduced to an npprcximate form for small surface fluctuations This all ws high Froud~number flow with un tends surface flu tuntions to be treated with n conventional PANS code such as CFDSHIP IOWA (Stern et cl 1996, Sahara & Stern 1996), rather than using a level set approach Surface fluctuations are —r -e e t via coupled solution of a w we action spew trum model and their sflsct on the mean fl w are

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captured using an zpprcximate tress condition at the free surface The effect of the free surface on the sub surface turbulence at low F oude number is captured using z near surface turbulence anizotropy model .. The zb he developments are first described, fol I wed -- an application of the resulting model to turbulent free su face jet flows, and comparison of the results to experimental data First z I w Froud~ number jet is calculated, where there is little wwe generation and near surface znisotropJ dominates the bed wtor of the fl w; here the approach perform quite w 11 when compared to I w Froude number jet data Next z one w J coupled prediction of z high Froud~number jet is presented, where the sun face flu tuations are predi ted using the w we action model, but the surface fluctuations are not used in the boundary conditions for the sub su face flow (i e the subsurface fl w is treated as z I w Froud~number fl w) The predicted surface fluctuation distribution is in good agreement with the observations Finally, a two w J coupled calculation is performed, where the surface fluctuations are used in the boundary condi tions on the subsurface fl w This agrees Ims well with the experiment, due mainly to z lack of an ef fective, rational method for switching between the low F oude number and high F oude number treat ment of the free su face 2 Governing Equations 2.1 Reynolds Averaged Navier Stokes Equations In this section, the Reynolds weraged N. A--- Stoker equations for application to the problem of turbulent free surface flow are presented They are then ape cialized to the case of small surface fluctuations, and an zpproaxi mate set of free surface bound ary condi tions are derived The Exact Averaged Equations The beEwtor of the mean fl w is described by the P y old veraged form of the N. A' '' Stokes equal tions The appropriate exact form of these equations for application to general two fluid problems was pro seated -- Hong & Walker (2000) For these purposes the time werage of z quantity is defined as tions, but much shorter than the time scale for the v riation of the mean fl w (zfler Hinge 1975 pp 6 and 20) The time weraged momentum equation for turbo lent two fluid flow is FLU\ ^ ~u\1 SP Sp \U) P L t +U>~] = 5~\ 5~> ~ SU\ SU + S~) ~ S~) + ha\ + S~) ~ S~) + an\ +—(ESPY) + [(Pt po)92 + ( 7)] 35Gf(G) (2) This equ Lion is written in term of density w ighted werages C: = p:/p; (USE) is viscous stress related term (see Hong & Walker 2000) Here, the mean free surface position is given -- G(x\,t) = 0 and f(G) is the probability density fin tion (p d f) of the free flue tuating free su face position This equation, together with the continuity equation + (p A\) O. St An\ and the evolution equation for the mean free surface ( t 5~\) (Po Pt) 5~\ constitute z complete set of g Kerning equations for the flow If it is assumed the two fluid problem is water flow ing bel w z void with zero density, Viscosity and =: ~ sure (i e pa = q~ = P = 0), then thme equations reduce to _ I, + U SU\~ (3) :(~\,t) = T; Q(~\,t)dt (1) in Edition, It is assumed that the averaging time T will be much longer than the time scale for the turbulent fluctuate P SP \u) go\ S~) ~ L/SU\ SU>\1 + 5~>LL~+~\J] ~ Yule S~ + S~) ~ S~) + An\ + pope y f(G), (5) surfs cs reduces to ( St + U,~5 ) f (G) p 5~ = 0 (6)

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The resulting equi tions (3), (5) i nd (6), hi e sev~ eri I desiri ble chi ri cteristics In the limit of vanishing surfi c~elevi tion fluctui tions, the mei n fluid prope~ ties pi; nd T become consti nt, the densitJ w ighteG iweri ges reduce to simple time iweri g i, i nd the terms on the third line of (5) vanish The p d f f(G) becomes i delti function indiciting the position of the free surfi ce Hence, the equi tions reduce to thr conventioni I F NS equi tions, but of i level set form simili r to thi t of Chi ng et cl (1996) In the limit of limini r fl w, theJ reduce to the exi et level set fo~ mull tion of Chi ng et cl It should be noted thit the set of equitions (3), (5) i nd (6) i re mithemitici IIJ exi et, in the sense thi t no modeling hi i been introduced; h wever, theJ do not repr lent i closed sJstem of equi tions As is the cl ie with the usui I PeJnoids iweri ging process, i dditioni I unknowns i re introduced due to the loss of informition For the present set of equitions, th ie i dditioni I unknowns i re the PeJnoids stresses ~ ;, the fluctui ting stri in ri te terms ^, i nd the p d f of the su fi ce elevi tion f(G) For the unkn wns beJond the PeJnoids stresses, i pproprti te turbulence models must be developed to i 11 w the set of equi tions to be closed Approximate Equationz for Small Surface Fluctuationz One would like to hi e i n i pprcximi te form of th x equi tions which cl n be solved using i conventioni. PANS solver of the tJpe empioJed in ship hJdrodJ ni mics To obti in this, the derivitiv i conti ining the vi rti ble mei n fluid prope ties in the momentum equi tions i re expi nded, i nd then the terms involv ing gri dients of the fluid properties i re collected to gether This Jioids i momentum equi tion of the form :SU\ ~ SU\1 SP _ 3u; PL e+7i5~i]= 5~\ P5~; + T ~ + {P i~] /57\+5U\+~\q ~ S~i S~\ J ~ S~i ~ iNl J] ( i \ ) (~i S~\) } S~\ ) ( ' If G(x\,{) is deflned, for i single vilued free su~ fi ce, i i the normi lized disti nce from the mei n r-^- surfi ce y(~,y,{) i i where ~ is the r m s surfi ce elevi tion, then in the limit of :' ~ 0, f(G) becom i i delti function i nd the terms multiplied bJ f(G) decouple from the fleld equi tions These terms then become boundi rJ con ditions, i pplied i t the loci tion indici ted bJ G = 0 Under these circumsti nc i, the the fluid properties in the equi tions become consti nt For smi 11 but nonzero 4, it will be i isumed thi t the termi multiplied bJ f(G) will still decouple in this fi ihion, i nd for the momentum equi tion, the result P ( ~e i 5~; ) 5; 52 1\ ~\~; 5~\ + ~ 5~2 P 5~ , where the overbi indicites i simple time i eri ge (equi I to the densitJ weighted iweri ge when the den sitJ is consti nt) The boundi rJ conditions for the momentum equi tion i rise from the termi in (~N i volving f(G), { ~ P i ~ (~i S~\) (~i 5~\) } 5~\f( ) (10) Evi lui ting (10) for ~ ~ 0 requir i integri ting the expression over the nei r surfi ce region deflned bJ f(G) 7; 0 This integri tion Jioids the i pproximi te boundi rJ conditions for the three components of the momentum equi tion, to be i pplied i t z = ~ For the si ke of simplicitJ, it will be i isumed thi t the mei n free surfi ce is essentti IIJ flit, y(x,y,{) = 0, but thit the su fi ce fluctui tion level vari i in spi ce (y' 7; 0) Under these conditions, integri ting (10) Jioids Sz 2q ( + P ) ~1 I pg 542 Sz 2 ~ S~ ~7 I pg 542 Sz 2 ~ Sy Here, the boundi rJ condition for the z momentum equition (11) is unchinged from thit for the con ventioni I PANS equi tions H wever, for the x i nd y momentum equi tions, instei d of zero shei r stress, there is n w i n i ppi rent shei r str is i cting on the mei n free surfi ce The ml gnitude of the i pplied shei r str is is proportioni I to the loci I gri dient of the surfi ce elevi tion varti nce d/2 This result is con sistent with the i ni I tici I results of Hong & Wi Iker (8) (2000) for high F oude number jet sprei ding (9) <11) 412) 413)

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Near Surface Reynolds Srresz Modeling equal I TLO .3 The approximate governing equations are solved up ing the code CFDSHIP I OWA it incorporates a Stan Lard k e turbulence model with the P Jnoids stresses specified in terms of an eddy viscosity as _ (SU\ SU 2U\29 u ~ = V2 <~ + S~ ~ ) 3k5\>, (14) where ~2 = Crk2/s, k is the turbulence kinetic en ergo, e is the dissipation rate for ., and Cry = 0 08 Since the products of ~2 and the normal strains are typically small compared to ., the k e model will result in essentially isotropic turbulence (near equip PeJnoids normal stresses) For zero, or low, F oude number where the free surface is msentiallJ flat (i e where there are no un steady turbulenc~generated wwes) the turbluence becomes anisotropic The transfer f energy from the ve tical Angelo itJ flu tuations (w2) to the other two components (u2 and v2)is captured -- the near surface redistribution model of Daly & Harl w (1970) and Shir (1973) This model, originally intended for implementation as a near surface (a tuallJ near wall) correction to the pressure strain correlation (by) SN model for the P y old stress transport equations is ~ x given by t T\Z = k ( 235.i 3537 U3U75\3) f (2) , (15) where f (2) = cell(? —:), and id = k3/2/z is the local turbulent length scale introducing this into the algebraic stress model formalism of Podi (1984' yields the toll wing expression for the 'corrected' w P y old stems in the near su face region: 2 w w = Here, w on the right hand side of the expression E the value obtained while neglecting the near su face effects Far from the free surface f (2 ) = 0 and, hence SO w2~orr = 0, are given by (16) f (2) ~ co and 9 and v2 stresses a- 2~2~orr = it + 2 + 1/f (2) V2 0,, = V2 + W (18) is seen that as the free surface is approached, are each increased bv and amount to w /2, conserving turbulence kinetic energy -..ear stresses are given by w .0.. = w Here, z~v is un fact d, but the us and vw shear stresses are reduced to zero at the free surface, again consistent with the boundary conditions (19) , = 2 (20) VW 1 + Of (2)/2 (21) 2.2 Surface Fluctuation Model Wav - Action Spectrum Model The unsteady free surface fluctuations are modeld up ing a w we action spectrum model like that described -- Komen Be cl (1994) This type of model can predict the evolution of the surface w e directional spectrum, including wave generation, and the inter action of the wwes witht the nea~surface velocity field The wwe a tion spectrum is governed by . advection equation with source term: + ~ (CON) + y (CyN) +~ (CON) + 59 (CON) = ( ' ), (22) where x and y are spatial position variables on the free surface, and ~ and 9 are wwenumber and di re tion variables for the action spectrum (a = 27r/N, where ~ is the wavelength) The vectors x = (x,y) and z = (a, 9) will be used to represent spatial and spectral position, respectiveiJ N(x, e, t) is the action spectral density defined as N(x, e, t) = E(x, 8, t)/o (23) the energy spectral density The frequency to the wwenumber ~ by the dispersion 0(~) = >/~ (24) The x and y direction component of the wave propagation velocities are given by C0 = U + Cg con 9, Cy = V + Cg sin 9, (25) where U(x,t) and V(x,t) are the x and y direction mean velocities at the free su face, and the wwe group vet ocitJ is 3( ) 2.~ (26)

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The other two velocities Cal and C3 are energy grated to obtain ntwo dimensional spectrum by inter prop fiction velocities in the spectral domain caused grating over one Cart inn coordinate direction This by spatial variations in the surface velocity field yields They are given by Cm = ~ [COS S~ + sin2 9 4SV SU 1 AN tion of ~ only it is independent of dire tion 9 due + sin 9 cos 9 ~ ~ + ~ ~ :~ (27) to the isotropic nature of the original pressure spew trum Combining this with the dynamic free surface boundary condition (in inviscid form) yield So) = ~ i k (4 + ~2Ft22/We2)2 ( i2) ~ (a4) which is applied for ~ > 27/e2; 5(~) = 0 for ~ < 27 /e2 Here, Fr2 = (k/gi2)~/2 and WE = 7/ke2 are the local turblent Froude and Weber numbers based on k and the turbulent length scale If for the given free surface location, and the constant was deters mined by matching the pe k of the predicted surface elevation variance to experiment and C3 = [cos2 9 Em) ~ ~ '0/3 for the two dimensional sDe trum which is n funk (30) sin2 9 TV + i 9 9 ( V :7)] N (28) The source term S(~, 9) on the right hand side of (22) is discussed in the next section This set of equations can be solved for the action spectrum for spatial region 7? subject to appropriate initial conditions N(x, z,t = 0) on 7? and boundary conditions on 57? For potions of the wave spew trum with prop cation velocities which carry energy into 7Z, the 'incident' wave spectrum N(x,z,t) on the boundary 57? is set to zero; for the portions of the wave spectrum for which the prop cation velour ities carry the energy outward from 7Z, an effective 'outflow' condition is used (continuity of the action flux at 57~) in the spectral domain, similar condi tions, zero for ink w and continuity of flux for outflow are applied at the upper and low r w enumber (a' boundaries The boundary conditions in 9 are that the spectrum is periodic The velocity field U(x,t), V(x,t) is an input to the wave spectrum model and is obtained from the PANS solution Turbulent Source Term The unsteady pressure fluctuations in the subsur face flow cause the free su face to move and, as result, generate waves in this procms energy is tran ferred from the subsu face turbulence to the wave field The two dimensional w e generation spectrum S(~, 9), which appears on the right hand side of the wave n tion balance equation represent this transfer process This term is derived from the three dimensional energy ape trum for isotropic turbulence, combined with the dynamic free su face boundary condition The isotropic pressure spec trum, for the inertial range is given by E~(k) ~ k 7/3 (29) where k is the three dimensional w e vector, and k = k This three dimensional spectrum is inter 3 Numerical Implementation The computations for this study were carried out up ing n modified version of CFDSHIP IOWA Changes were made to incorporate the nen~surtace stress nnisotropJ, coupled solution of the w we n tion spec trum model, and the npprcximate dynamic free surface boundary condition which relates the Spar ent stress on the su face to gradient in the surface fluctuation variance Modeling of the near surface stress nnisotropJ was accompli Led in the context of the basic k e model which is included in CFDSHIP IOWA The ability to treat non isotropic turbulence was added by includ ing terms in the momentum equations which repro sent the deviations of the P y old stress gradients from those predi ted -- the standard k e model The form of the PANS equations then look like (SU\ _ SU\N ~ (_ 2 ~ phi— + U,y J = ~ ~P+3PkJ + P yea [(a + 2) ( S~> S~\ )] p ~ I \7 >, where Zx7 \7 ~ = 7 \7 ~ ,0,, 7 \29 u tional source term in the momentum implemented using second order finite prcximations (32)

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The solution for the wave z tion spectrum was 4 Results obtained using z new subroutine in the CFDSHIP IOWA code The new subroutine implements z dim crete approximation of the the zdvection equation governing the wave action spectrum using z fully implicit scheme based on first order upwind deferent ing for the zdvective terms (A third order upwinc scheme is currently being implemented ) The wave spectrum solution requires the surface valum of the mean velocities, as well as k and e and is zdvancec in time in z coupled fashion with the PANS solution for the sub surface fl w The w we spectrum is integrated to determine the surtac~elevation variance r/2 These data are ret turned to the PANS solver for use in specifying the apparent tress acting on the free surface Czlculations were carried out for z re tangular vol ume 48d x 20d x 26d in the x, y and z directions rig spectivelJ, where d is the jet exit diameter The free surface was located at z = 0, y = 0 corresponded to the vertical symmetry plane of the jet, and the jet exit was located at z = 2d and y = 0 on the plane x = 0 The CFDSHIP IOWA code was implemented on z non uniform Cz tesian grid with 33 x 32 x 47 grid points in the x, y and z directions respectively sh wn in figure I Zero velocity w prescribed on the x = 0 boundary, except in the region of the jet ori fice (a circle of diameter d centered at x = 0, y = 0 and z = 2d) The flow w assumed symmetric at :ut the plane y = 0 Outfi w boundary conditions were used for the plane z = 48d The free surtacr was treated as z fiat. shear free boundary (7 = 0) The remaining boundaries, the bottom at z = 26d and outboard boundary at y = 20d are zctuallJ no slip boundaries, but are treated as symmetry planes to minimize grid density requirements (the velocities are near zero at the boundaries, an way) The spatial grid for the wave action conservation equation corresponded to the PANS grid on the free surface and m--i ted of 33x32 grid point Cheapen tral grid consisted of 32 directions equally spaced over O < 9 < Or and 40 logarithmically spaced wwenum hers The range of w wenumbers was covered physical w welengths from d/30 to 30d The w we action equal tion was advanced in time using local time stepping, where the tim~step was based on the local values of the spatial and spectral zdvection velocities The la he range of w enumbers required results in z large range of w we group velocities, an d the I wer vet ocitJ wwes converge very slowly without local time step ping In the computations, and in the results to be pre seated, all quantit is are normalized twiththe jet exit diameter d, and the jet exit velocity He In this section, result will be presented for three casm The first case will be z I w Froud~number jet, Fr = 0 and Us = 12 700 For this case, the main effect of the free su face is the anisotropJ of the near su face PeJnoids stresses These computat tional result will be compared to experimental data for Fr = I O an d file = 12 700 (Hong & Walker 2000), where there is little wwe generation The second case examined will be for Fr = Uc/(gd)~/2 = 8 and Its = U d/~ = 12 700, where the w e action equal tion is solved for the unsteady turbulence generated wwes The surtacefiu tuation model in this case is 'one way' coupled, in the sense that the surfacer fluctuation variance is not 'fed back' into the free surface boundary conditions This sh ws that the w we z tion model produces reasonable result, when compared to su face fiuctutation measurements The final case is z two way coupled high Froud~number prediction, with Fr = 8 and file = 12 700 Here the near surface correction which produces the turbulent stress znisotropJ is disabled, but the gradient of the su face fluctuation variance is used for the free surface boundary conditions These two way coupled results are compared to experimental data for both the velocity field and the free surface In the sections that toll w, the discussion of ret suits will center on comparisons of transverse planes of experimental and computational results Compaq isons of computed and experimental results for sup face fluctuations in on the frss surface plans will also be presented For rsfsrsncs and to orient the reader, figure 2 show the predicted mean streamviss veloc ity U/U for the entire computational volume The vertical symmetry plans plans of the jet is shown, as are the far d wnstream exit plans for the volume, and the frs~surtacs plans Ths origin of the jet at the up stream inlet plans of the volume at x = 0 is clearly visible, as is the decay in velocity with streamvis dis tancs and intern tion with the f es surtacs 'Float ing'zbovs the volume in figure 2 is z plans sh wing the computed energy distribution :'2/dfor the from surface fluctuations 4.1 Modeling of a Low-Froude- Number Jet The first case to be examined is z I w Froud~numbsr jet, e: Fr = 0 and file = 12 700 The f es sup face will he tzEsn to be fiat. and devoid of any un steady surface flu tuations For this case, the main f es surface Tact is the requirement that w2 = 0 at the f es surface, resulting in znisotropy in the near

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surface P y old stresses The computntions w re initialized from n volume that had 'core' of unit di meter and velocity, centered on the jet axis The computntions were stepped in time until steady state was reached Five thousand time steps were suit cient to reduce the residuals -- three to four orders of magnitude, which was deemed to be a'converg d' solution As the solution converged, the downstre m po tion high velocity 'core' decelerated and spread in space to take on the characteri tics of n jet The experimental results for free surface jets pro seated in Hong & Walker (2000) sh w that for Fr = I O there is very little mean deformation of the f Y. surface and small surface fluctuations (both are on the order of n few thousandths of n jet diameter) Hence, their Fr = I O result are msentinllJ for n 'flat' free surface with no un tends surface fluctuate tions, and are used here for comparison to the com putntions for Fr = 0 Figure 3 shows results for the n transverse (y, 2) plane at x/d = 16 Only the portion of the plan. corresponding to the region where experimental mean surement are available is shown in the rest of the plane the velocity and turbulence kinetic energy Ore essentinllJ zero For the mean trenmvise velocity the maximum level observed in the plane for the em periments (flgure 3c) and computations (flgure 3b' are comparable, as is the overall shape of the jet cross section The cross stream, or secondary flow velocity vectors are shown in figures 3(b) and 3(c) The oven all pattern of the velocity vectors is simlar; h wever the magnitude of the velocities at the free su face for this location is I w by at :ut n factor of two The levy els of turbulence kinetic energy from the experiment sh wn in figure 3(e) are comparable to those from the computntions sh wn in figure 3(1) A similar set of results for n transverse plane at x/d = 32 is shown in figure 4 Again, only the For tion of the plane corresponding to the region where experimental measurements are available is sh wn For the mean strenmvise velocity, the maximum level observed in the plane for the experiments (flgure 4c) and computations (fig Is 4b) are comparable Again as at x/d = 16, the overall shape of the jet cross section for the computations is similar that observed in the experiments, but the jet appears to h we been shifted upw rds t ward the free surface slightly At the free su face, the velocity vectors are comparnblr in magnitude to those in the experimental data The levels of turbulence kinetic energy from the experi ments shown in figure 4(e) are gain comparable to those from the computntions (flgure 4f) F om these result, it is clear that the CFDSHIP re tion to the P y old tressm described above, does n reasonably good job of predicting the overall evo lotion of n I w Froud~number turbulent free su face jet over the range of strenmvise positions examined 4.2 One-Way-Coupled Modeling for Unsteady Waves To predict the characteri tics of the turbulence goner ted surface fluctuations the wave action bal once model is used To calculate the surface fluctuate tions, the mean surface velocity field (A and V), as well at the turbulence kinetic energy k and the dissi potion e, are required For n fully coupled approach, the resulting su face elevation variance would then be used in calculating the apparent stress acting at the free surface For n one w J coupled approach, the ret suits from the subsurface fl w are used in calculating the su face fluctuations, but the su face fluctuations are not used in calculating the sub su face flow in this approach, the sub surface fl w is calculated as suming the fl w is at zero F oude number In this case, the sub su face fl w behaves eon tlJ as that described in the previous se tion, and the only difference is that now, the surface fluctuations are cal culated, as well This was accomplished by advancing the w we n tion conservation equation in time in con junction the P Molds weraged equations The flow was initialized in n similar fashion as that used above, with the additional provision that the w we spectrum was initialized to zero at all locations The calcu lataions, again converged in 5000 time steps; sines the w Action equation in the form used hers is lin ear, it imposes no additional difltcultiss in obtaining a converged solution Figure 5 sh w the root mean square (r m s ) sup face fluctuation level z//d for the one way coupled computations (figure A) along with those observed sxpsrimentallJ (fivurs 5 b) for the jet with Fr = 8 0 and Us = 12 700 For both, the peak in z//d is lo cat d above the jet axis at about x/d = 20 Ths pa k levels match exactly because the experiment I data was used to dstsrmins the constant in the turbulent source term in (31) above (It could he noted, he ever, that the constant just scalm the magnitude of :', the spatial distribution is set -- the spectral shape of the source term and the spatial variations in the velocity field and k and e ) Ths spatial di tribution of :'from the computntions appears to be slightly narr war in the y direction and sligtlJ longer in the x direction than the experiment I data indicate, but overall, the grssment is quits good The r m s surface fluctuation Isvel :' is an integral ~ the predicted w we spectrum While the

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prediction appear reasonable, complete validation of the model will require actual measurement of the directional ape trum of the surface fluctuations This is an area of n tive investigation 4.3 Two Way-Coupled Modeling of a High-Froude-Number Jet The final set of results to be described are for n tw way coupled computation of n high Froude number jet where the surface fluctuation variance is used in specification of the apparent stems acting on the free surface in this case, the F oude number was set to Fr = 8 0 and was assumed to be high enough that there would be no surfac~inducsd nnisotropJ in the near surface turbulence Hence, the near surface stress redistribution model w disabled The compu Rations were carried out in n manner similar to that described above for the other cases, gain converging in roughly 5000 time steps The results for y~ will be presented first toll wed -- comparisons of e Her imental and computational result for x/d = 16 and 32 The two way coupled computational results for the r m s surface fluctuation level ~ is shown in figure 6, gain along with experimental data for Fr = 8 and I;s = 12 700 The results differ from the on~wnJ coo pled results discussed above in that the the peak level of y~ is slightly large and the elevated region e tends further d wn trenm This is traced to higher turbo lance level initially in the jet and n higher stre wise velocity, both due to inaccuracies in the predi ted sub so face fi w in general though, the gradients in :~2, which w re used in the specification of the Up parent stresses acting on the so face, would be equal to or greater than the correct values The computational results for transverse planes at x/d = 16 are shown in figure 7, compared to e Her imental data for As = 12 700 and Fr = 8 0 (The experimental data used here is different from that used above which was for Fr = I O) it is seen that the computed mean velocity and turbulence kinetic energy levels (figures 7b an d 71) are higher than those seen in the experiment (figures 7c and ye) in nddi tion, at x/d = 16 the jet appears to be slightly farther way from, and interacting less with the free surface The most striking difference is in the cross fi w velour its vectors; in the ccmputaticrls there is at most only n small outward fi w at the free surface While at this location the near surface gradient in 42 is non zero, it is apparently not sufficient, or act over too small of an area to cause the experimentally oh ervec outward fi w Figure 8 shows the computational results for trance of verse planes at x/d = 32, compared to experimental data for As = 12 700 and Fr = 8 0 For this trenm wise location the computed mean strenmvise velocity is slightly elevated (figure 8b), but the turbulence ki netic energy level (figure 8f) is at jut the s me those seen in the experiments (figurm 8c and Be) in ad dition, the localized sore ding of the strenmvise vet iocitJ distribution at the free surface seen in the em perimental data in figures 8(c) is less apparent in the computations shown in figures 8(b) Again the may jor difference is in the cross flow velocity vectors; in the computations there is gain only n small outward fi w at the free surface The results in this section sh w that in n two way coupled approach, the magnitude of the r m s sup face fluctuations, and the location of the peak are reasonably well predicted the trenmvise e tent of the peak is over estimated, with the elevated region e tending too far downstream Even so, the spread ing of the jet near the free surface observed in the experimental data is not captured nccurntelJ This is mo t likely related to the high F oude number nag tore of the modeling being used The underlying as gumption of the modeling is that there is no near surface tress nnisotropJ, and the free so face eke ts are confined completely to the apparent stress ret suiting from the gradient in j2 This may be an over simplification of the problems, since the results of Hong & Walker (2000) sh w that, while the levels of nnisotropJ are smaller in high F oude number jets, anisotropJ become more impo tant with increasing strsamviss di tancs, and can still feet the beh A' :r of the fi w An sfisctivs, rational method for blending the high and low F ouds number approaches, turn ing on the anisotropJ e: appropriate, has yet to be developed 5 Summary and Conclusions The objective of this study w to develop an ap Broach to prsdi ting turbulent free surface flows in the coots t of the conventional PsJnolds aver Red N. A' '' Stokes equations in the approach develop d, the exact equations derived by Hong & Walker (2000) are reduced to an approximate form for small surface fluctuations This all ws high Froud~numbsr flow with on tsadJ surface flu tuations to be treated with a conventional PANS cods such as CFDSHIP IOWA (Tahara & St on 1996), rather than using a level set approach Surface fluctuations are modeled via coo pled solution of a wa:v~action spectrum model their Tact on the mean fi w are captured using an approve imats tress condition at the f es surface The e' ts

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of the free surtace on the sub surtace turbulence nt I w F oude number nre captured using n nenr su face nnisotropJ model The nppronches developed were npplied to turbu lent fre~surtace jet fl ws, nnd comparisons of the r~ sults to experimental datn were made First n 1~ F oude number jet was calculated, where there was little wwe generntion nnd nenrsurtace nnisotropJ dominates the beh wtor of the flow; here the np pronch performed quite well when compared to low~ F oude number jet datn A on~wnJ coupled predi~ tion of n high F oude number jet was then presented, where the su face fluctuntions were predi ted using the wwe n tion model, but the surtace fluctuntions were not used in the boundarJ conditions for the sub surtace fl w (i e the subsu face fl w is trented as [p] n I w Froude number fl w) The predicted surtac~ fluctuntion distribution was in good ngreement with the observations FinallJ, n two WnJ coupled calcu Intion w presented, where the su face fluctuntions were used in the boundarJ conditions on the sub surtace flow This ngrees less well with the experi ments; the magnitude of the outward vefocitJ nt the free su face was substantinllJ under estimated This is believed to be due mninlJ to n Inck of nn efle~ tive method for switching between the I w Froud~ number nnd high F oude number trentment of the free surtace Acknowledgment This is work was supported bJ the Ofl ce of Naval P~ senrch under Contract Nos N00014 99 M 0082 nnd N00014 00 C 0057 monitored bJ Dr E P. Pood References [1] CHANG, Y C, Hou, T Y. MEEEIMAN, B & OSHEE, S 1996 A level set formulation of Eu lerinn intertace capturing methods for incom pressible fluid fl ws T Comp Phy 124, 449 464 [2] HlNzE, J O 1975 Turbulerce McGra~Hill, New York [3] DALM & HAELow 1970 T ansport equations in turbulence Phys Fluids 13, 2634 2649 [4] HoNo, W L & WALKEE, D T 2000 PeJnoid~averaged equntions for free surtace fl ws with npplication to high Froude number jet sprending T Fluid Msch ir prsss 151 KoMEN G J CAVALEEI L DoNELAN JANssEN, P A E M 1994 Dy cmics crd Modsiirg of Ocscr WCDSS, Cnmbridge SHIE, C C 1973 A preLminarJ nemerical studJ of ntmospheric turbulent fl w in the idenlized pinnetarJ boundarJ InJer . 1327 [7] P Dl, W 1984 Turbuler~ Appiiectior ir Byd~ulies, [8] T Atmos Sci 30, s Modsis crd Their , IAHP STEEN, F. PATEESON, E G & TAHAEA, Y 1996 CFDSBIP IOWA: Computctiorcl Fluid Dynamics Msthod for Surfces Ship Bourdcry Lcysrs, Wckes, crd WCDS Fields IIBR Rsport No S81, low institute of HJdrnulic Pesenrch, UniversitJ of I wn TAHAEA, Y & STEEN, F 1996 A large domain nppronch for calculating ship boundarJ InJers nnd wakes for nonzero F oude number T Com put Physies 127, 398 411

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DISCUSSION D G Dommermuth Science Application h~term~tional, USA The mfhor hr. derived equctions for Rey o ids-stress temm s based on c two-phcse approximation A similar set of equctions cou id be derived based on c mapping that uses the exact in d mtaneous position of the free su face Could She mthor please cont Eat He two approaches from c mmmericcl perspective? AUTHOR'S REPLY The Rey olds-a veraged form of She Na vier Stokes equctions used in this study w re developed by at ma mg the in d mtaneous equctions et c point m Euleri m space The cltemative approach suggested would be to tr msfomm the equctions into c surface- mapped coordinate syst m, Ed then avenge there While this would allow the use of turbulence mo deling approaches based on inst mtaneous distance from the fiee surface, cdditiorurl terms ..-m~ld he introduced into the a ~ era ed equctions by the coordinate h m formation These cdditiorurl terms would involve the omen era en of the mst mtaneous coordim3te-t mil:3m anon metrics it is not clear what the mmmerical implications ..-m~ld he for this type of approach, but this could complicate other aspects of the problem signiflc mtly Among the complications ..-m~ld he She fact that the turbulence m odelmg would then be carried out in c non-inerticl reference frame, Ed establishing the relationship betw en con- emend turbulence measures, Ed those needed to validate She new modeling approach DISCUSSION MC Hymm Coastal Sy tems Station, USA This pap r documents m excellent attempt et under t mding the phenomena occurring et Ed near the free-surface forced by t rbulence in previous works, She mthor hr. shown the macro-sccle effects of free-surface/turbulff~ce interaction Ed successf I methods of m odeling that interaction for low Froude mmmber jets By constmction, these models neglect energy flux due to wave formation Ed propagation, m assumption that is not con ect for high Frau de no flows The present paper looks more speciflcclly et high Froude no flow Ed includes c mech mism for de ~ mg energy t m port due to wave low an on To achieve this, c spectral t m port model is coupled with c flow solver (with appropriate Rey olds tress modeling) The spectral wave model is forcedby pressme fluctuations generated by the underlying turbu lent flow Ed the resulting a ~ era ed free surface topology is further modified by th near surface me m flow The turbule t somce term is extremely import mt it is obtained by as mmmg that the pressme spectrum is isohopic mdum3lteredbythe presence of the fiee surface The spechal wave model c mbe pled back to the me m flow solver vie the free surface elevation field Results are provided fu st for She low Frau de no jet with essentially zero fiee su face deformation Ed negligible wave dissipation These recohs show the utility of applying misotropy to the near-surface turbulence Ed illustrate She formation of c su face current The results also suggest that the layer over which the misotropy exists may be thim r that She model predicts Next, the model is applied to c high Froude no jet withbodh one-way mdtwo-way coupling Show in the fomm of free surface elevation, the recohs seem to suggest that the coupling is one way This is co mite mmitive Ed merits some further consideration The results were obtcinedby neglecting misotropy m the turbulence field, cssummg that since She flee su face is allow d to deform, turbulent fluctuations are uninhibited Ed misotropy carmot develop (use of m isotropic pressure spech um es c forcing function for the .. a ve model is consistent with f is assumption) What may be occuring is chat the free surface defomms due to larger turbulent length scales but continues to act es c rigid wall for the mcller length scales The results show that the su face mu rent et high Frau de no remains (although is less energetic) but is not reproduced m She computations in addition, it seem s unl kely that even the larger cal es remain isotropic near the su face the ve tick fluctuations me doing work against gra rotational forces Ed must be damped to some degree Thus, I would I he to ask the mthor ff the possibility of imposing c scale dependent misotropy model has a chance of success Such a model would act m the spectrum in nearly She opposite maimer fi om equilibrium t rbulence in Nat it would reduce isotropy at the smaller scales AUTHOR'S REPLY While it is possible that there is a length- scale dependence m the turbulence misotropy, it is not clear how Nat could be implemented m a Rey olds- averaged model The averaging process would effectively t lend' the two effects together md recall in some intemmediate, but rep~eiem3n- e, level of misotropy A more-lik Iy possibility, in the author s opinion, is Hat even at highFroude mmmber, Here ale regions of She flow where the t rbulence is not

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ener en enoughtodist rbthefieesurface Indhese regions, he near-surface turbulence will be misoh opic md will affect the development of the me m flow

Representative terms from entire chapter:

surface fluctuations