Unconditional long-time stability of a velocity-vorticity method for the 2D Navier-Stokes equations

Size: px
Start display at page:

Download "Unconditional long-time stability of a velocity-vorticity method for the 2D Navier-Stokes equations"

Transcription

1 Numerical Analysis and Scientific Computing Preprint Seria Unconditional long-time stability of a velocity-vorticity metod for te D Navier-Stokes equations T. Heister M.A. Olsanskii L.G. Rebolz Preprint #33 Department of Matematics University of Houston Marc 5

2 Unconditional long-time stability of a velocity-vorticity metod for te D Navier-Stokes equations Timo Heister Maxim A. Olsanskii Leo G. Rebolz Abstract We prove unconditional long-time stability for a particular velocity-vorticity discretization of te D Navier-Stokes equations. Te sceme begins wit a formulation tat uses te Lamb vector to couple te usual velocity-pressure system to te vorticity dynamics equation, and ten discretizes wit te finite element metod in space and implicit-explicit BDF in time, wit te vorticity equation decoupling at eac time step. We prove te metod s vorticity and velocity are bot long-time stable in te L and H norms, witout any timestep restriction. Moreover, our analysis avoids te use of Gronwall-type estimates, wic leads us to stability bounds wit only polynomial instead of exponential dependence on te Reynolds number. Numerical experiments are given tat demonstrate te effectiveness of te metod. Introduction Te paper addresses long-time stability of numerical metods for te two-dimensional Navier-Stokes system describing te motion of incompressible Newtonian fluids: u t ν u + u u + p = f, div u =, were u = ux, t denotes a velocity vector field, p = px, t is te pressure, and f = fx, t represents given external forcing. Te solution to. is well-known see [5] to be smoot for all time in te periodic setting, tat is, te domain Ω is a D torus T, all functions ave mean zero over te torus, and te forcing term f is smoot. Moreover, te solution of. is longtime stable, in te sense tat te norms u L Ω and u H Ω are bounded uniformly in time for f L R +, L Ω and initial value u H Ω, Ω u =. Te long-time stability is a key property of. if one is interested in simulation of a large time scale penomena or recovering long term statistics, as commonly te case for simulation of flows wit large Reynolds numbers, weater prediction, or climate modeling. Terefore, it is of practical interest to design numerical Department of Matematical Sciences, Clemson University, Clemson, SC 963 eister@clemson.edu, partially supported by te Computational Infrastructure in Geodynamics initiative CIG, troug te National Science Foundation under Award No. EAR-996 and Te University of California Davis. Department of Matematics, University of Houston, Houston TX 77 molsan@mat.u.edu, partially supported by Army Researc Office Grant 659-MA. Department of Matematical Sciences, Clemson University, Clemson, SC 963 rebolz@clemson.edu, partially supported by Army Researc Office Grant 659-MA..

3 metods for. wic inerit tis important property. It is also interesting to explore to wat extent popular numerical approaces to. are long-time stable. Te topic of long-time stability and error control for numerical metods for te Navier Stokes equations is not new in te literature. Heywood and Rannacer in [, 5] proved uniform in time stability and error estimate in te energy norm for a Crank Nicolson Galerkin metod applied to 3D Navier-Stokes system, assuming te solution of te initial boundary value problem is stable. Simo and Armero in [] examined te long-time stability in te energy norm of several time integration algoritms, including coupled scemes and fractional step/projection metods. More recent studies include te papers [6, 5,, 7, 9]. Te work of Tone and Wirosoetisno [6, 5] proved uniform in time bounds on ut n L Ω and ut n L Ω for implicit Euler and Crank Nicolson metods. Tese bounds are subject to restrictions on time step in terms of ν and a spatial discretization parameter. Badia et al sowed in [] tat u L, ; L Ω for a solution to spatially discretized equations.. First and second order semi-explicit time discretization metods for. written in vorticity stream function formulation were studied by X. Wang and co-workers in [9, 7]. Bot papers consider spectral discretization in space, and prove long-time stability bounds for te enstropy and te H -norm of te vorticity, again all subject to a time step restriction of te form t c Re. Tus, despite progress, te current understanding of te long-time beavior of numerical metods for. is far from being full: only a few studies address uniform in time error estimates for vorticity or velocity gradient, time step restrictions are common in te analyses, and semi-discrete metods are often treated rater tan full discretizations. Moreover, to our knowledge, all proofs of long-time numerical stability bounds for vorticity and te gradient of velocity, invoke a variant of te discrete Gronwall lemma, wic results in te dependence of te bounds on te Reynolds number of te form Oexpc Re or even Oexpc Re. Altoug being time independent, suc bounds are not very practical for iger Reynolds number flows; see [7] for a discussion and an effort to improve numerical stability and error estimates dependence on Re number, but only locally it time. In tis paper, we prove unconditional long-time stability of a fully discrete numerical metod for.: For f L, ; H Ω we prove uniform in time estimates for te kinematic energy, enstropy, as well as te L norms of velocity gradient and vorticity gradient of a discrete system. A finite element metod is used for te spatial discretization, and bot first and second order time stepping semi-implicit linear at eac time step scemes are studied. Te stability bounds are unconditional, i.e. absolutely no time step restrictions are imposed. Furtermore, our analysis does not rely on any Gronwall type estimate, wic allows us to avoid exponential dependence of stability bounds on te Reynolds number. In te present analysis, te dependence is polynomial. Our analysis reveals tat te polynomials degree can be significantly lowered at te expense of logaritmic dependence on te spatial mes size. Te results of te paper systematically exploit te relationsip between te vorticity and velocity of te Navier-Stokes system by considering te vorticity dynamics equation and writing te inertia in te momentum equation in te form of Lamb vector. For w = u and P = u + p, we reformulate. as: u ν u + w u + P = f, t div u =,. w ν w + u w = f. t

4 Vorticity plays a fundamental role in fluid dynamics, and studying properties of. troug te vorticity equation is a well establised approac in te Navier-Stokes teory, see, e.g., [9, 6]. It is also not uncommon in numerical analysis to design numerical metods based on te vorticity equation, e.g., [8, ]. For numerical metods, standard closures for te vorticity equations are obtained eiter in vorticity stream function variables or wit te elp of te vector Poisson equation, u = w. However, recent papers [, 8] ave demonstrated numerical advantages of complementing te vorticity equation wit te velocity dynamic equation as in.. Tus,. will be te departure point in te present analysis. Te rest of te paper is organized as follows. Section gaters necessary definitions and preliminary results for te analysis tat follows. In Section 3, we introduce a first order time stepping metod and prove its long-time stability wit respect to te velocity and vorticity H norms. Section introduces a second order metod based on BDF time discretization. We extend te long-time stability results for tis metod by taking care of some extra tecnical details. Since te numerical sceme is non-standard, we also provide wit our analysis a series of numerical experiments for a D flow past a bluff object. Te results of te experiments are presented in Section 5., and tey illustrate te long-time stability and te performance of te metod. We finis te introduction wit te following remark. Most of our stability analysis is restricted to te D case and, due to te current lack of understanding of te long time beavior of 3D Navier-Stokes solutions, we cannot say to wat an extend te results remain valid in 3D. However, te numerical approac studied ere as a straigtforward extension to 3D, and relying on a past experience, we believe tat numerical metods wic are pysically consistent and computationally efficient for D problems are commonly found to be also advantageous for solving 3D Navier-Stokes equations. Notation and Preliminaries We consider a domain Ω =, π R, and we restrict tis study to te case of periodic boundary conditions. We note tat our stability analysis also olds for te case of full Diriclet velocity and vorticity boundary conditions. We use te notation, and for te L Ω inner product and norm, respectively. All oter norms will be clearly labeled wit subscripts. Te natural velocity and pressure spaces in te periodic setting for te Navier-Stokes equations are X := H# Ω = {v Hloc R, v is π-periodic in eac direction, v dx = }, Ω Q := L # Ω = {q L loc R, q is π-periodic in eac direction, q dx = }. In two dimensions, vorticity is considered as a scalar, and we define vorticity space as Y := H# Ω = {v H loc R, v is π-periodic in eac direction, v dx = }. For te discrete setting, we assume τ is a regular, conforming triangulation of Ω wic is compatible wit periodic boundary conditions. Let X, Q X, Q be inf-sup stable velocitypressure finite element spaces, Y Y be te discrete vorticity space, all defined as piecewise polynomials on τ. 3 Ω Ω

5 Te discretely divergence-free subspace will be denoted by V := {v X, v, q = q Q }. Te dual space of V is denoted by V wit norm V. We will utilize in our analysis discrete analogues of te Laplacian operator. Define to be te discrete Laplacian operator on Y : Given φ H Ω, φ Y satisfies φ, v = φ, v v Y. Define A to be a discretely divergence-free Laplace operator, often referred to as a Stokes operator by: Given φ H Ω, A φ V satisfies or equivalently, A φ, v = φ, v v V, A φ, v λ, v + A φ, q = φ, v v, q X, Q. Te Poincare inequality will be used eavily trougout: tere exists λ, dependent only on Ω, satisfying φ λ φ φ X, An immediate consequence on te Poincare inequality and te definition of discrete Stokes and Laplace operators is tat te following bounds old v λ A v v V, z λ z z Y. We recall te following discrete Agmon inequalities, wic are also consequences of discrete Gagliardo- Nirenberg estimates, see [3] p.98: v L C v / A v / v V,. z L C z / z / z Y,,. were C is independent of. Te discrete Sobolev inequality proven in [], φ L C φ φ φ X,.3 again wit C independent of, allows us to prove te following lemma. Lemma.. For every z Y, tere exists a constant C, independent of, satisfying Proof. By Hölder s inequality, and tus using.3 provides te bound z L 3 C z /3 z /3 z Y.. z 3 L 3 z z L, z 3 L 3 z z. Since z = z, z = z, z z z, te estimate becomes z 3 L 3 z z. Taking cube roots of bot sides completes te proof.

6 Define te skew-symmetric trilinear operator b : X Y Y R by b u, w, χ = u w, χ + uw, χ. We will exploit te property tat b u, w, w = in our analysis of te vorticity equation. 3 Backward Euler We first consider long-time stability of te velocity-vorticity sceme wit finite element spatial discretization and backward Euler temporal discretization. Te algoritm decouples te vorticity equation by using a first order approximation of te vorticity in te momentum equation, and reads as follows. Algoritm 3.. Given te forcing f and initial velocity u, set u to be te interpolant of u, and w te interpolant of te curl of u. Select a timestep t >, and for n=,,,... Step : Find u, p X, Q satisfy for every v, q X, Q, u t u n, v + w n u, v p, v + ν u, v = f, v. 3. u, q =, 3. Step : Find w Y satisfy for every χ Y, w t w n, χ + b u, w, χ + ν w, χ = f, χ. 3.3 We will prove long-time L and H stability of bot te velocity and te vorticity. We begin wit te L results. Teorem 3. Long-time L stability of velocity and vorticity. Suppose f L, ; L Ω, and u H Ω. Denote := + νλ t. For any t >, we ave tat solutions of Algoritm 3. satisfy for every positive integer n, u n + ν w n + ν n k= n k= n k u k+ n k w k+ n u + n w + ν λ f L, ;V =: C, 3. ν λ f L, ;L Ω =: C, 3.5 Remark 3.. Te constants C and C are independent of n and terefore old for arbitrarily large n. Tese bounds can be considered as dependent only on te data since time step sizes are inerently bounded above, and moreover, for sufficiently large n te bounds are independent of te initial condition. Proof. Take v = tu, q = p, and χ = tw, wic vanises te nonlinear and pressure terms, and leaves u u n + u u n + tν u = tf, u, w w n + w w n + tν w = t f, w. 5

7 We majorize te forcing terms after integrating by parts in te vorticity equation forcing term, applying Young s inequality, and dropping positive terms on te left and sides to get u u n + 3 ν t u ν t f V, w w n + 3 ν t w ν t f. From ere, te velocity and vorticity estimates follow identically, except tat te norm on te forcing term is different, and tus we restrict te remainder of te proof to only te velocity. Applying te Poincare inequality to lower bound te viscous term yields + νλ t u + ν t u u n + ν t f V. Now fix an integer N > and divide te above inequality by N n to obtain N n u + N n ν t u Summing up for n =,..., N and reducing, we get u N + ν N n= N n u N n u n + N n ν t f V. N N u + ν t f L, ;V n= N u + ν t f L, ;V. N n Substituting for proves te velocity result. Applying te same steps for vorticity produces estimate 3.5, wic finises te proof of te teorem. Teorem 3. Long-time H stability of velocity. Suppose f L, ; L Ω, and u H Ω. Denote := + νλ t. For any t >, te solutions of Algoritm 3. satisfy for every positive integer n, n u n u + ν f L, ;L + Cν 3 CC νλ =: C. 3.6 and n u n u + ν λ f L, ;L + C ln ν CC =: C. 3.7 were C is a generic constant, wic depends on Sobolev s embedding inequalities optimal constants and constants from Agmon s type inequalities... Remark 3.. Te teorem above proves tat te long-time velocity solution is bounded in te H norm only by te problem data, and similar to te L bound, it is independent of te initial condition wen n is sufficiently large. Wit respect to te dependence on Re, te estimate 3.6 gives u n ORe5, wile estimate 3.7 gives u n O ln Re 3. 6

8 Proof. Take v = ta u in 3. to obtain u n + 3 ν t A u ν t f + t w n u, A u. u For te last term on te rigt-and side, we majorize it first using Holder s inequality, te discrete Agmon inequality., Young s inequality, and Teorem 3. to find w n u, A u w n u L A u C w n u / A u 3/ Combining tese last two inequalities produces Cν 3 w n u + ν A u Cν 3 C C + ν A u. u u n + ν t A u ν t f + C tν 3 C C, and tanks to Poincare, we obtain + νλ t u u n + t ν f L, ;L + Cν 3 CC. Recalling te notation = + νλ t, tis relation can be written as u un + ν t f L, ;L + Cν 3 CC. 3.8 Recursive substitution and an estimate for te partial sum of a geometric progression lead us to 3.6. Alternatively, we can employ te finite element inverse inequality u L Ω C ln u, valid in D [3], and estimate te nonlinear terms in te different way: w n u, A u Similar arguments tat produced 3.8 give w n u L A u C ln w n u A u C ln ν C u + ν A u. u un + t ν f L, ;L + C ln ν C u. Doing recursive substitution and employing 3. to estimate te resulting sum k= k n u k leads to 3.7. Teorem 3.3 Long-time H stability of vorticity. Suppose f L, ; H Ω, and u H Ω. Let := + νλ t. For any t >, solutions of Algoritm 3. satisfy for every positive integer n, n w n w + ν f L, ;H Ω + ν 5 CC 6 + Cν 3 CC νλ, 3.9 7

9 and w n n w + ν λ f L, ;H Ω + C ln ν C C. 3. Remark 3.3. Te teorem above proves tat te long-time vorticity solution is bounded in te H norm only by te problem data, and similar to te L bound, it is independent of te initial condition wen n is sufficiently large. Wit respect to te dependence on Re, te estimate 3.9 gives u n ORe9, wile estimate 3.7 gives u n O ln 3 Re 5. Proof. Take χ = t w in 3.3, and majorize te forcing term using Caucy-Scwarz and Young s inequalities to obtain w w n + 3 ν t w ν t f H + t b u, w, w. We bound te nonlinear term using Holder, Sobolev embeddings, discrete Agmon. and discrete Sobolev inequality., and Teorems 3. and 3. to reveal b u, w, w u w u L 6 w, w L 3 w + u w, w + u w L w CC w /3 w 5/3 + CC w / w 3/ CC C /3 w 5/3 + CC C / w 3/. Te generalized Young s inequality now provides te bound b u, w, w Cν 5 C 6 C + Cν 3 C C + ν w. Combining te estimates above yields w + ν t w w n + C t ν f H + ν 5 C 6 C + Cν 3 C C, and after applying Poincare we get + λ ν t w w n + C t ν f H + ν 5 C 6 C + Cν 3 C C. Te remainder of te proof of 3.9 follows analogous to te H case for velocity. Alternatively, we may bound te nonlinear terms as follows: b u, w, w u w, w u L w w + u w, w + u w L w C ln u w w C ln C w w Cν ln C w + ν w. To complete te proof of 3. we proceed as above and employ estimate 3.5 for te weigted sum of w norms. 8

10 Second-order metod We consider next a velocity-vorticity sceme wit BDF timestepping. Te sceme decouples te update of velocity and vorticity on eac time step. Similar to te backward Euler case, we sall prove tat te velocity and vorticity are bot unconditionally long-time stable in bot te L and H norms, and te scalings of te stability estimates wit Re are te same as tose from te backward Euler analysis. However, te analysis is somewat more tecnical ere, and a special norm is used to andle te time derivative terms. Algoritm.. Given te forcing f and initial velocity u, set u = u to be te interpolant of u, and w = w te interpolant of te curl of u. Select a timestep t >, and for n=,,,... Step : Find u, p X, Q satisfy for every v, q X, Q, 3u t u n + un Step : Find w Y satisfy for every χ Y,, v + w n w n u, v p, v + ν u, v = f, v,. u, q =.. 3w t w n + wn, v + b u, w, χ + ν w, χ = f, χ. For te matrix G := / 5/ we introduce te G-norm χ G = χ, Gχ, χ is vector valued. Te G-norm is widely used in BDF analysis, see e.g. [, ]. Te following property of te G-norm is well-known []: setting χ = [v, v ] T and χ = [v, v ] T, one gets 3 v v + v, v =, χ G χ v G v + v +. It is also known tat te G norm is equivalent to te L Ω norm in te sense of tere existing C l and C u suc tat C l χ G χ C u χ G. Use of te G-norm and tis norm equivalence will allow for a smooter analysis. We begin our analysis wit te long-time L stability of velocity and vorticity. Teorem. Long-time L stability of velocity and vorticity. Let f L, ; V and u H Ω. Ten for any t >, solutions of Algoritm. satisfy for every positive integer n, C l u n + u n + ν t n un + + max t, C u u + ν t u νc l ν f L, ;V =: C..3 9

11 If additionally f L, ; L Ω and w H Ω, ten for any t >, solutions of Algoritm. satisfy for every positive integer n, C l w n + w n + ν t n wn + + max t, C u w + ν t w νc l ν f L, ;L Ω =: C 5.. Remark.. A more tecnical analysis can be made, similar to te backward Euler case, tat includes te terms ν n k= k n u k+ and ν n k= k n w k+ on te left and sides of.3 and., respectively. Proof. Coose v = tu in., wic vanises te nonlinear and pressure terms, and ten upper bound te forcing term just as in te backward Euler case to get χ G χ n G + u u n + un + ν t u ν t f V,.5 were χ = [u n, u ] T and χ n = [u n, u n ]T. Dropping te second term on te left-and side, and adding ν t un to bot sides produces χ G + ν t u + ν t u + u n + ν t χ n G + ν t un u + ν t f L, ;V..6 Using te Poincare inequality and ten te equivalence of te G-norm wit te L norm, we ave tat ν t u + u n νλ t and tus setting := min{/, ν tc l }, it olds tat ν t u + u n + ν t Combining.7 and.6 yields + u + u n = ν t χ ν tc l χ G, u χ G + ν t u wic immediately implies tat χ n G + ν t n un + χ G + ν t u..7 χ n G + ν t un + ν t f L, ;V, χ G + ν t u n ν t f L, ;V..8

12 Since >, and tus n = χ n G + ν t un n χ G + ν t + u + max{ t, = = max{, ν tcl }, νc l }ν f L, ;V..9 Now using te equivalence of norms for te G norm and L norm of χ completes te velocity proof. Te proof for vorticity follows identically, modulo a iger order norm on te forcing, after taking te text function to be w. We prove next te unconditional long-time H stability of velocity. Teorem. Long-time H stability of velocity. Let f L, ; L Ω, u H Ω, and set := min{/, ν tc l }. Ten for any t >, solutions of Algoritm. satisfy for every positive integer n, C l u n + u n + ν t A u n + + max t, νc l n C u u + ν t A u ν f L, ;L Ω + Cν 3 C 5C =: C 6.. Remark.. Similar to te backward Euler case, te long-time H stability bound for velocity gives u n ORe5. If we instead bounded te nonlinear term as in te backward Euler case via t w n wn u, A u C ln ν C5C, ten we can get instead u n O ln / Re 3. Proof. Coose v = ta u in., wic vanises te pressure terms, and ten upper bound te forcing term to get χ G χ n G + u u n + un + ν t A u ν t f t w n wn u, A u,. were χ = [A / un, A/ u ] T and χ n = [A / un, A / un ]T. Te last term on te rigt and side is estimated using te same tecnique as in te backward Euler case from Section 3, and ten applying te L stability estimates wic is from Teorem. in tis case: t w n wn u, A u C tν 3 w n + w n u + ν t A u C tν 3 C 5C + ν t A u..

13 Combining tis wit., dropping te second term on te left-and side, and adding ν t A u n to bot sides produces χ G + ν t A u + ν t A u χ n G + ν t A u n + t + A u n + ν t A u ν f L, ;L Ω + Cν 3 C5C..3 From ere, setting := min{/, ν tc l } and taking analogous steps as in te proof of te long-time L estimate starting from.6 provides us wit χ n G + ν t A u n + n χ G + ν t A u + max{ t, νc l } ν f L, ;L Ω + Cν 3 C5C.. Finally, applying te norm equivalence for te G-norm finises te proof. We can now prove te unconditional long-time H stability of te vorticity. Teorem.3 Long-time H stability of vorticity. Let f L, ; H Ω, u H 3 Ω, and set := min{/, ν tc l }. Ten for any t >, solutions of Algoritm. satisfy for every positive integer n, C l w n + w n + max t, + ν t w n νc l n C u w + + ν t ν f L, ;H Ω + Cν 5 C 6 6C 5 + ν 3 C 6C 5 w =: C 7..5 Remark.3. Similar to te backward Euler case, we find tat w n ORe9. However, different estimates of te nonlinear terms i.e., using an inverse inequality as in te backward Euler case can be used to find w n O ln 3/ Re 5. Proof. Begin by coosing χ = t w to get χ G χ n G + w w n + wn + ν t w ν t f + tb u, w, w,.6 were χ = [ / w n, / w ] T and χ n = [ / w n, / w n]t. Upper bounding te nonlinear term exactly as in te backward Euler case, and ten using te long-time estimates proven above for te BDF sceme gives tb u, w, w Cν 5 C 6 6C 5 + Cν 3 C 6C 5 + ν t w,

14 and tus using tis and dropping te second term on te left side of.6 yields χ G χ n G + ν t w ν t f + C t ν 5 C 6 6C 5 + ν 3 C 6C 5..7 From ere, te same tecniques as for te long-time H stability of velocity can be used to complete te proof, modulo a iger norm on te forcing term. 5 Numerical Experiments We run several numerical experiments in order to test te long-time stability of Algoritm., wic is te BDF timestepping algoritm for te proposed velocity-vorticity metod. However, as our interest is in practical applications, we do not consider a test problem wit periodic boundary conditions; instead, we consider D cannel flow past a flat plate, wic uses a Diriclet velocity inflow, no-slip velocity on te walls, and a zero-traction outflow condition. Tus we must appropriately modify Algoritm. so tat pysical boundary conditions for te velocity and vorticity can be applied. As a numerical illustration of te long term numerical stability, we compute te flow past a normal flat plate, following [, 3]. We take as te domain Ω = [ 7, ] [, ], wit a ole of size.5 representing te flat plate removed from 7 units into te cannel from te left, vertically centered. Te inflow velocity is u in =, T, and no-slip velocity is enforced on te walls and plate. Direct numerical simulations for tis experiment are done for various Reynolds numbers Re, wic can be considered ere as Re = ν, since te lengt of te plate is, and te inflow velocity as average magnitude. Tis is relatively simple, but interesting problem, wic resembles te flow past oter bluff objects. Te flow undergoes a first Hopf bifurcation from steady to unsteady at a relatively low Reynolds numbers between 3 and 35 [] and a second transition, also known as spatial transition from two-dimensional to tree-dimensional, occurs around Re= []. We will test te velocity-vorticity algoritm and its long-time stability for Re= and Re=5. Te matematical formulation of te problem as a constant in time non-omogeneous inflow boundary condition and zero source term. We deem tis setting somewat similar to te one analyzed in te paper periodic boundary conditions and L, ; H Ω-bounded rigt and side, but more practically relevant. 5. Velocity-vorticity formulation wit boundary conditions Denote te domain by Ω, wit boundary Ω = Γ Γ Γ w and Γ being te outflow boundary, Γ te inflow boundary, and Γ w te walls and plate. Denote by τ a regular, conforming triangulation of Ω. Te trial and test spaces for velocity functions are defined by X := {v C Ω P τ, v Γ Γ w = }, X g := {v C Ω P τ, v Γ Γ w = g}, wit g =, T at te inflow, g =, T on te walls, and wit P τ denoting te space of globally continuous functions wic are quadratic on eac triangle. Te discrete pressure space is 3

15 taken to be Q = {q C Ω P τ }, and te zero traction boundary condition will be enforced weakly in te formulation. Note tat X, Q is te Taylor-Hood velocity-pressure element, wic is known to be inf-sup stable [3]. Te vorticity trial and test spaces are equal, since we take te vorticity at te inflow to be. Te outflow condition for vorticity is a omogeneous Neumann condition, wic is enforced weakly by te formulation. Te natural vorticity boundary condition on Γ w resulting in te presence of te following terms in te finite element formulation, cf. [7], ν w n χ ds = p χ n ds p χ dl χ W. Γ w Γ w G w Te term is added to te formulation wit te known pressure from Step. Tus te vorticity space is W := {w C Ω P τ, w Γ = }. A second modification is made to te algoritm to avoid using te Bernoulli pressure, since tere is an outflow boundary. Here, we use te identity from [], u u + p + u = u u + p + Duu, were Du = u + u T is te rate of deformation tensor. Since tere is no forcing in tis test problem, we set f =, and tus now Steps and of Algoritm. can now be written as tey are computed: Step : Find u, p X g, Q satisfying t 3u + Du Step : Find w u n + un, v + w n w n u, v u n un, v p, v + ν u, v = v X u, q = q Q. W satisfying t 3w w n + wn, χ + u w, χ + ν w, χ = Γ w p χ n ds + G w p χ dl χ W. 5. We note tat since globally continuous pressure elements are used, te rigt and side of 5. can be equivalently written as p χ n ds + Γ w p χ dl = G w p n χ ds. Γ w

16 5. Cannel flow past a flat plate at Re= and Re=5 Te BDF velocity-vorticity sceme was computed for bot Re= and Re=5 ν=re, using 3 Delaunay generated triangular meses wic provided 7959 total degrees of freedom dof, 65 dof, and 5955 dof wit te P, P, P velocity-pressure-vorticity elements. Te simulations started te flow from rest u =, and were run to an endtime T=. For eac mes, several timestep coices were made, starting wit t=., and ten cutting t in alf until convergence i.e. successive solutions statistics matced. For bot Re= and Re=5, te smallest t was.. Quantities of interest for tis problem is te long-time average of te drag coefficient C d, and te Stroual number. Te Stroual number was calculated as in [, 3], using te fast Fourier transform of te transverse velocity at.,. from T= to T=. Te drag coefficients are defined at eac t n to be C d t m = ρν u t S t m n y p m n n x ds, ρlu max S were S is te plate, n = n x, n y is te outward normal vector to S pointing into te domain, u ts t m is te tangential velocity of u m, te density ρ =, te max velocity at te inlet U max =, and L = is te lengt of te plate. Te integral is calculated by transforming it into a global integral, wic is believed to be more accurate [6]. Te results for time averaged C d and te Stroual numbers from te simulations for eac Re, and for eac mes wit t =., are sown in Table, along wit reference values taken from [3]. We observe tat te 6K dof mes and te 59K dof meses agree well wit te reference values at Re= and Re=5. It appears we ave acieved or are close to grid-convergence, and we note tat for te Stroual number, since te FFT was used wit 8, timesteps,.77 was te closest discrete frequency value to.7, and.89 was te next biggest discrete value compared to.83. We also plot te time-averaged vorticity in Figure, and instantaneous velocity as speed contours in Figure ; bot plots matc te reference plots given in [3]. Metod Mes Re C d Stroual number Vel-Vort 78K dof.8.95 Vel-Vort 6K dof Vel-Vort 59K dof Saa [3].6.83 Vel-Vort 78K dof Vel-Vort 6K dof Vel-Vort 59K dof Saa [3] Table : Sown above are Stroual numbers and long-time average drag coefficients for solutions on varying meses, for Re= and Re=5. Reference values are also given for comparison. Also of interest is te stability of computed solutions in te u n L, un H, wn L, wn H norms versus time t n, since we proved in Section tat tese norms are all long-time stable at least, in te periodic setting, independent of te timestep t and mes widt. Plots of tese 5

17 norms versus time are sown for Re= in Figure 3 and for Re=5 in Figure for varying timesteps. Eac norm appears to be long-time stable. Moreover, we do not observe te very large scaling of any of te norms wit Re. Altoug w n O5 is an order of magnitude larger tan w n, it is still a very reasonable size and nowere near ORe9 or even O ln 3 Re 5. Re= Re= Figure : Sown above are plots of te time-averaged vorticity contours. Re= Re= Figure : Sown above are plots of te speed contours of te velocity solutions at T=. 6

18 u n t=. t=.5 t=. t=. t= t n u n t=. t=.5 t=. t=. t= t n w n 3 t=. t=.5 t=. t=. t=. w n 5 3 t=. t=.5 t=. t=. t= t n t n Figure 3: Sown above are plots of te Re= solution norms versus time, found using Mes 3 te finest mes. u n t=. t=. t=. u n t=. t=. t= t n t n 5 t=. t=. t=. 5 t=. t=. t=. w n 3 w n t n t n Figure : Sown above are plots of te Re=5 solution norms versus time, found using Mes 3 te finest mes. 7

19 6 Conclusions and Future Directions We ave proven unconditional long-time stability of a sceme based on a velocity-vorticity formulation, and a finite-element-in-space BDF-in-time IMEX discretization for te D Navier-Stokes equations. Long-time stability was proven in bot te L and H norms for bot velocity and vorticity, and te estimates old for any t >. Te sceme is non-standard, and so we tested it on a bencmark problem on flow past a flat plate; it performed very well. It would be interesting to study Algoritm., and variations tereof, for 3D flows. Te difference in 3D is tat te vortex stretcing term w u appears in te vorticity equation. Since te D algoritm is proven erein to be unconditionally long-time stable, any instability in te 3D algoritm can be immediately attributed to te vortex stretcing term and/or its numerical treatment. Isolating tis beavior may give insigt into better stabilization metods for iger Reynolds number flows in 3D. References [] S. Badia, R. Codina, and J. V. Gutiérrez-Santacreu. Long-term stability estimates and existence of a global attractor in a finite element approximation of te Navier-Stokes equations wit numerical subgrid scale modeling. SIAM Journal on Numerical Analysis, 83:3 37,. [] R. Bensow and M. Larson. Residual based VMS subgrid modeling for vortex flows. Computer Metods in Applied Mecanics and Engineering, 99:8 89,. [3] S. Brenner and L. R. Scott. Te Matematical Teory of Finite Element Metods. Springer- Verlag, 8. [] W. Cen, M. Gunzburger, D. Sun, and X. Wang. Efficient and long-time accurate second-order metods for Stokes-Darcy system. SIAM Journal of Numerical Analysis, 55:563 58, 3. [5] C. Foias and R. Temam. Gevrey class regularity for te solutions of te Navier-Stokes equations. Journal of Functional Analysis, 87: , 989. [6] T. Gallay and C.E. Wayne. Invariant manifolds and te long-time asymptotics of te Navier-Stokes and vorticity equations on R. Arcive for Rational Mecanics and Analysis, 633:9 58,. [7] K. Galvin, T. Heister, M.A. Olsanskii, and L. Rebolz. Natural vorticity boundary conditions on solid walls. Submitted, 5. [8] T. B Gatski. Review of incompressible fluid flow computations using te vorticity-velocity formulation. Applied Numerical Matematics, 73:7 39, 99. [9] S. Gottlieb, F. Tone, C. Wang, X. Wang, and D. Wirosoetisno. Long time stability of a classical efficient sceme for two-dimensional Navier-Stokes equations. SIAM Journal on Numerical Analysis, 5:6 5,. 8

20 [] F. Guillen-Gonzalez and J.V. Gutierrez-Santacreu. Unconditional stability and convergence of fully discrete scemes for D viscous fluids models wit mass diffusion. Matematics of Computation, 7763:95 5, 8. [] M. Gunzburger. Finite Element Metods for Viscous Incompressible Flows: A guide to teory, practice, and algoritms. Academic Press, Boston, 989. [] E. Hairer and G. Wanner. Solving Ordinary Differential Equations II: Stiff and Differential- Algebraic Problems, second edition. Springer-Verlag, Berlin,. [3] J. Heywood and R. Rannacer. Finite element approximation of te nonstationary Navier- Stokes problem. Part I. Regularity of solutions and second-order error estimates for spatial discretization. SIAM Journal on Numerical Analysis, 9:75 3, 98. [] J. Heywood and R. Rannacer. Finite element approximation of te nonstationary Navier- Stokes problem. Part II: stability of solutions and error estimates uniform in time. SIAM journal on numerical analysis, 3:75 777, 986. [5] J. Heywood and R. Rannacer. Finite-element approximation of te nonstationary Navier- Stokes problem. Part IV: Error analysis for second-order time discretization. SIAM Journal on Numerical Analysis, 7:353 38, 99. [6] V. Jon. Reference values for drag and lift of a two dimensional time-dependent flow around a cylinder. International Journal for Numerical Metods in Fluids, : ,. [7] C. Jonson, R. Rannacer, and M. Boman. Numerics and ydrodynamic stability: toward error control in computational fluid dynamics. SIAM Journal on Numerical Analysis, 3:58 79, 995. [8] H.K. Lee, M.A. Olsanskii, and L.G. Rebolz. On error analysis for te 3D Navier-Stokes equations in Velocity-Vorticity-Helicity form. SIAM Journal on Numerical Analysis, 9:7 73,. [9] A. Majda and A. Bertozzi. Vorticity and incompressible flow, volume 7. Cambridge University Press,. [] F. Najjar and S. Vanka. Simulations of te unsteady separated flow past a normal flat plate. International Journal for Numerical Metods in Fluids, 7:55 57, 995. [] M.A. Olsanskii and L. Rebolz. Velocity-Vorticity-Helicity formulation and a solver for te Navier-Stokes equations. Journal of Computational Pysics, 9:9 33,. [] A. Saa. Far-wake caracteristics of two-dimensional flow past a normal flat plate. Pysics of Fluids, 9:8:, 7. [3] A. Saa. Direct numerical simulation of two-dimensional flow past a normal flat plate. Journal of Engineering Mecanics, 39:89 9, 3. [] J. Simo and F. Armero. Unconditional stability and long-term beavior of transient algoritms for te incompressible navier-stokes and euler equations. Computer Metods in Applied Mecanics and Engineering, : 5, 99. 9

21 [5] F. Tone. On te long-time stability of te Crank Nicolson sceme for te D Navier Stokes equations. Numerical Metods for Partial Differential Equations, 35:35 8, 7. [6] F. Tone and D. Wirosoetisno. On te long-time stability of te implicit Euler sceme for te two-dimensional Navier Stokes equations. SIAM Journal on Numerical Analysis, :9, 6. [7] X. Wang. An efficient second order in time sceme for approximating long time statistical properties of te two dimensional Navier Stokes equations. Numerisce Matematik, : ,.

Efficient, unconditionally stable, and optimally accurate FE algorithms for approximate deconvolution models of fluid flow

Efficient, unconditionally stable, and optimally accurate FE algorithms for approximate deconvolution models of fluid flow Efficient, unconditionally stable, and optimally accurate FE algoritms for approximate deconvolution models of fluid flow Leo G. Rebolz Abstract Tis paper addresses an open question of ow to devise numerical

More information

Advancements In Finite Element Methods For Newtonian And Non-Newtonian Flows

Advancements In Finite Element Methods For Newtonian And Non-Newtonian Flows Clemson University TigerPrints All Dissertations Dissertations 8-3 Advancements In Finite Element Metods For Newtonian And Non-Newtonian Flows Keit Galvin Clemson University, kjgalvi@clemson.edu Follow

More information

On the accuracy of the rotation form in simulations of the Navier-Stokes equations

On the accuracy of the rotation form in simulations of the Navier-Stokes equations On te accuracy of te rotation form in simulations of te Navier-Stokes equations William Layton 1 Carolina C. Manica Monika Neda 3 Maxim Olsanskii Leo G. Rebolz 5 Abstract Te rotation form of te Navier-Stokes

More information

arxiv: v1 [math.na] 12 Mar 2018

arxiv: v1 [math.na] 12 Mar 2018 ON PRESSURE ESTIMATES FOR THE NAVIER-STOKES EQUATIONS J A FIORDILINO arxiv:180304366v1 [matna 12 Mar 2018 Abstract Tis paper presents a simple, general tecnique to prove finite element metod (FEM) pressure

More information

Natural vorticity boundary conditions on solid walls

Natural vorticity boundary conditions on solid walls Natural vorticity boundary conditions on solid walls Maxim A. Olsanskii Timo Heister Leo G. Rebolz Keit J. Galvin Abstract We derive boundary conditions for te vorticity equation wit solid wall boundaries.

More information

arxiv: v1 [math.na] 28 Apr 2017

arxiv: v1 [math.na] 28 Apr 2017 THE SCOTT-VOGELIUS FINITE ELEMENTS REVISITED JOHNNY GUZMÁN AND L RIDGWAY SCOTT arxiv:170500020v1 [matna] 28 Apr 2017 Abstract We prove tat te Scott-Vogelius finite elements are inf-sup stable on sape-regular

More information

1. Introduction. We consider the model problem: seeking an unknown function u satisfying

1. Introduction. We consider the model problem: seeking an unknown function u satisfying A DISCONTINUOUS LEAST-SQUARES FINITE ELEMENT METHOD FOR SECOND ORDER ELLIPTIC EQUATIONS XIU YE AND SHANGYOU ZHANG Abstract In tis paper, a discontinuous least-squares (DLS) finite element metod is introduced

More information

FEM solution of the ψ-ω equations with explicit viscous diffusion 1

FEM solution of the ψ-ω equations with explicit viscous diffusion 1 FEM solution of te ψ-ω equations wit explicit viscous diffusion J.-L. Guermond and L. Quartapelle 3 Abstract. Tis paper describes a variational formulation for solving te D time-dependent incompressible

More information

On an Efficient Finite Element Method for Navier-Stokes-ω with Strong Mass Conservationv

On an Efficient Finite Element Method for Navier-Stokes-ω with Strong Mass Conservationv Computational Metods in Applied Matematics Vol. (2), No., pp. 3 22 c 2 Institute of Matematics, National Academy of Sciences On an Efficient Finite Element Metod for Navier-Stokes-ω wit Strong Mass Conservationv

More information

Computers and Mathematics with Applications. A nonlinear weighted least-squares finite element method for Stokes equations

Computers and Mathematics with Applications. A nonlinear weighted least-squares finite element method for Stokes equations Computers Matematics wit Applications 59 () 5 4 Contents lists available at ScienceDirect Computers Matematics wit Applications journal omepage: www.elsevier.com/locate/camwa A nonlinear weigted least-squares

More information

Numerical approximation of the Voigt regularization of incompressible NSE and MHD flows

Numerical approximation of the Voigt regularization of incompressible NSE and MHD flows Numerical approximation of te Voigt regularization of incompressible NSE and MHD flows Paul Kuberry Adam Larios Leo G. Rebolz Nicolas E. Wilson June, Abstract We study te Voigt-regularizations for te Navier-Stokes

More information

On a reduced sparsity stabilization of grad-div type for incompressible flow problems

On a reduced sparsity stabilization of grad-div type for incompressible flow problems On a reduced sparsity stabilization of grad-div type for incompressible flow problems Alexander Linke Leo G. Rebolz Abstract We introduce a new operator for stabilizing error tat arises from te weak enforcement

More information

Key words. Navier-Stokes, Unconditional stability, IMEX methods, second order convergence, Crank-Nicolson, BDF2

Key words. Navier-Stokes, Unconditional stability, IMEX methods, second order convergence, Crank-Nicolson, BDF2 AN OPTIMALLY ACCURATE DISCRETE REULARIZATION FOR SECOND ORDER TIMESTEPPIN METHODS FOR NAVIER-STOKES EQUATIONS NAN JIAN, MUHAMMAD MOHEBUJJAMAN, LEO. REBHOLZ, AND CATALIN TRENCHEA Abstract. We propose a

More information

Physics-based algorithms and divergence free finite elements for coupled flow problems

Physics-based algorithms and divergence free finite elements for coupled flow problems Pysics-based algoritms and divergence free finite elements for coupled flow problems A Dissertation Presented to te Graduate Scool of Clemson University In Partial Fulfillment of te Requirements for te

More information

arxiv: v3 [math.na] 15 Dec 2009

arxiv: v3 [math.na] 15 Dec 2009 THE NAVIER-STOKES-VOIGHT MODEL FOR IMAGE INPAINTING M.A. EBRAHIMI, MICHAEL HOLST, AND EVELYN LUNASIN arxiv:91.4548v3 [mat.na] 15 Dec 9 ABSTRACT. In tis paper we investigate te use of te D Navier-Stokes-Voigt

More information

Numerical Experiments Using MATLAB: Superconvergence of Nonconforming Finite Element Approximation for Second-Order Elliptic Problems

Numerical Experiments Using MATLAB: Superconvergence of Nonconforming Finite Element Approximation for Second-Order Elliptic Problems Applied Matematics, 06, 7, 74-8 ttp://wwwscirporg/journal/am ISSN Online: 5-7393 ISSN Print: 5-7385 Numerical Experiments Using MATLAB: Superconvergence of Nonconforming Finite Element Approximation for

More information

arxiv: v1 [physics.flu-dyn] 3 Jun 2015

arxiv: v1 [physics.flu-dyn] 3 Jun 2015 A Convective-like Energy-Stable Open Boundary Condition for Simulations of Incompressible Flows arxiv:156.132v1 [pysics.flu-dyn] 3 Jun 215 S. Dong Center for Computational & Applied Matematics Department

More information

Preconditioning in H(div) and Applications

Preconditioning in H(div) and Applications 1 Preconditioning in H(div) and Applications Douglas N. Arnold 1, Ricard S. Falk 2 and Ragnar Winter 3 4 Abstract. Summarizing te work of [AFW97], we sow ow to construct preconditioners using domain decomposition

More information

Consider a function f we ll specify which assumptions we need to make about it in a minute. Let us reformulate the integral. 1 f(x) dx.

Consider a function f we ll specify which assumptions we need to make about it in a minute. Let us reformulate the integral. 1 f(x) dx. Capter 2 Integrals as sums and derivatives as differences We now switc to te simplest metods for integrating or differentiating a function from its function samples. A careful study of Taylor expansions

More information

A First-Order System Approach for Diffusion Equation. I. Second-Order Residual-Distribution Schemes

A First-Order System Approach for Diffusion Equation. I. Second-Order Residual-Distribution Schemes A First-Order System Approac for Diffusion Equation. I. Second-Order Residual-Distribution Scemes Hiroaki Nisikawa W. M. Keck Foundation Laboratory for Computational Fluid Dynamics, Department of Aerospace

More information

Grad-div stabilization for the evolutionary Oseen problem with inf-sup stable finite elements

Grad-div stabilization for the evolutionary Oseen problem with inf-sup stable finite elements Noname manuscript No. will be inserted by te editor Grad-div stabilization for te evolutionary Oseen problem wit inf-sup stable finite elements Javier de Frutos Bosco García-Arcilla Volker Jon Julia Novo

More information

LEAST-SQUARES FINITE ELEMENT APPROXIMATIONS TO SOLUTIONS OF INTERFACE PROBLEMS

LEAST-SQUARES FINITE ELEMENT APPROXIMATIONS TO SOLUTIONS OF INTERFACE PROBLEMS SIAM J. NUMER. ANAL. c 998 Society for Industrial Applied Matematics Vol. 35, No., pp. 393 405, February 998 00 LEAST-SQUARES FINITE ELEMENT APPROXIMATIONS TO SOLUTIONS OF INTERFACE PROBLEMS YANZHAO CAO

More information

The Laplace equation, cylindrically or spherically symmetric case

The Laplace equation, cylindrically or spherically symmetric case Numerisce Metoden II, 7 4, und Übungen, 7 5 Course Notes, Summer Term 7 Some material and exercises Te Laplace equation, cylindrically or sperically symmetric case Electric and gravitational potential,

More information

Jian-Guo Liu 1 and Chi-Wang Shu 2

Jian-Guo Liu 1 and Chi-Wang Shu 2 Journal of Computational Pysics 60, 577 596 (000) doi:0.006/jcp.000.6475, available online at ttp://www.idealibrary.com on Jian-Guo Liu and Ci-Wang Su Institute for Pysical Science and Tecnology and Department

More information

New Streamfunction Approach for Magnetohydrodynamics

New Streamfunction Approach for Magnetohydrodynamics New Streamfunction Approac for Magnetoydrodynamics Kab Seo Kang Brooaven National Laboratory, Computational Science Center, Building 63, Room, Upton NY 973, USA. sang@bnl.gov Summary. We apply te finite

More information

Poisson Equation in Sobolev Spaces

Poisson Equation in Sobolev Spaces Poisson Equation in Sobolev Spaces OcMountain Dayligt Time. 6, 011 Today we discuss te Poisson equation in Sobolev spaces. It s existence, uniqueness, and regularity. Weak Solution. u = f in, u = g on

More information

Numerical analysis of a free piston problem

Numerical analysis of a free piston problem MATHEMATICAL COMMUNICATIONS 573 Mat. Commun., Vol. 15, No. 2, pp. 573-585 (2010) Numerical analysis of a free piston problem Boris Mua 1 and Zvonimir Tutek 1, 1 Department of Matematics, University of

More information

A Hybrid Mixed Discontinuous Galerkin Finite Element Method for Convection-Diffusion Problems

A Hybrid Mixed Discontinuous Galerkin Finite Element Method for Convection-Diffusion Problems A Hybrid Mixed Discontinuous Galerkin Finite Element Metod for Convection-Diffusion Problems Herbert Egger Joacim Scöberl We propose and analyse a new finite element metod for convection diffusion problems

More information

Chapter 5 FINITE DIFFERENCE METHOD (FDM)

Chapter 5 FINITE DIFFERENCE METHOD (FDM) MEE7 Computer Modeling Tecniques in Engineering Capter 5 FINITE DIFFERENCE METHOD (FDM) 5. Introduction to FDM Te finite difference tecniques are based upon approximations wic permit replacing differential

More information

ERROR BOUNDS FOR THE METHODS OF GLIMM, GODUNOV AND LEVEQUE BRADLEY J. LUCIER*

ERROR BOUNDS FOR THE METHODS OF GLIMM, GODUNOV AND LEVEQUE BRADLEY J. LUCIER* EO BOUNDS FO THE METHODS OF GLIMM, GODUNOV AND LEVEQUE BADLEY J. LUCIE* Abstract. Te expected error in L ) attimet for Glimm s sceme wen applied to a scalar conservation law is bounded by + 2 ) ) /2 T

More information

Weierstraß-Institut. für Angewandte Analysis und Stochastik. im Forschungsverbund Berlin e. V. Preprint ISSN

Weierstraß-Institut. für Angewandte Analysis und Stochastik. im Forschungsverbund Berlin e. V. Preprint ISSN Weierstraß-Institut für Angewandte Analysis und Stocastik im Forscungsverbund Berlin e. V. Preprint ISSN 946 8633 Improving mass conservation in FE approximations of te Navier Stokes equations using continuous

More information

arxiv: v2 [math.na] 5 Jul 2017

arxiv: v2 [math.na] 5 Jul 2017 Trace Finite Element Metods for PDEs on Surfaces Maxim A. Olsanskii and Arnold Reusken arxiv:1612.00054v2 [mat.na] 5 Jul 2017 Abstract In tis paper we consider a class of unfitted finite element metods

More information

Numerical Solution to Parabolic PDE Using Implicit Finite Difference Approach

Numerical Solution to Parabolic PDE Using Implicit Finite Difference Approach Numerical Solution to arabolic DE Using Implicit Finite Difference Approac Jon Amoa-Mensa, Francis Oene Boateng, Kwame Bonsu Department of Matematics and Statistics, Sunyani Tecnical University, Sunyani,

More information

A Mixed-Hybrid-Discontinuous Galerkin Finite Element Method for Convection-Diffusion Problems

A Mixed-Hybrid-Discontinuous Galerkin Finite Element Method for Convection-Diffusion Problems A Mixed-Hybrid-Discontinuous Galerkin Finite Element Metod for Convection-Diffusion Problems Herbert Egger Joacim Scöberl We propose and analyse a new finite element metod for convection diffusion problems

More information

Parameter Fitted Scheme for Singularly Perturbed Delay Differential Equations

Parameter Fitted Scheme for Singularly Perturbed Delay Differential Equations International Journal of Applied Science and Engineering 2013. 11, 4: 361-373 Parameter Fitted Sceme for Singularly Perturbed Delay Differential Equations Awoke Andargiea* and Y. N. Reddyb a b Department

More information

Mass Lumping for Constant Density Acoustics

Mass Lumping for Constant Density Acoustics Lumping 1 Mass Lumping for Constant Density Acoustics William W. Symes ABSTRACT Mass lumping provides an avenue for efficient time-stepping of time-dependent problems wit conforming finite element spatial

More information

Analysis of the grad-div stabilization for the time-dependent Navier Stokes equations with inf-sup stable finite elements

Analysis of the grad-div stabilization for the time-dependent Navier Stokes equations with inf-sup stable finite elements arxiv:161.517v3 [mat.na] 2 May 217 Analysis of te grad-div stabilization for te time-dependent Navier Stokes equations wit inf-sup stable finite elements Javier de Frutos Bosco García-Arcilla Volker Jon

More information

Implicit-explicit variational integration of highly oscillatory problems

Implicit-explicit variational integration of highly oscillatory problems Implicit-explicit variational integration of igly oscillatory problems Ari Stern Structured Integrators Worksop April 9, 9 Stern, A., and E. Grinspun. Multiscale Model. Simul., to appear. arxiv:88.39 [mat.na].

More information

Simulations of the turbulent channel flow at Re τ = 180 with projection-based finite element variational multiscale methods

Simulations of the turbulent channel flow at Re τ = 180 with projection-based finite element variational multiscale methods INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS Int. J. Numer. Met. Fluids 7; 55:47 49 Publised online 4 Marc 7 in Wiley InterScience (www.interscience.wiley.com). DOI:./fld.46 Simulations of te

More information

arxiv: v1 [math.na] 27 Jan 2014

arxiv: v1 [math.na] 27 Jan 2014 L 2 -ERROR ESTIMATES FOR FINITE ELEMENT APPROXIMATIONS OF BOUNDARY FLUXES MATS G. LARSON AND ANDRÉ MASSING arxiv:1401.6994v1 [mat.na] 27 Jan 2014 Abstract. We prove quasi-optimal a priori error estimates

More information

A h u h = f h. 4.1 The CoarseGrid SystemandtheResidual Equation

A h u h = f h. 4.1 The CoarseGrid SystemandtheResidual Equation Capter Grid Transfer Remark. Contents of tis capter. Consider a grid wit grid size and te corresponding linear system of equations A u = f. Te summary given in Section 3. leads to te idea tat tere migt

More information

arxiv: v3 [math.na] 31 May 2016

arxiv: v3 [math.na] 31 May 2016 Stability analysis of pressure correction scemes for te Navier-Stoes equations wit traction boundary conditions Sangyun Lee a, Abner J. Salgado b a Center for Subsurface Modeling, Institute for Computational

More information

MIXED DISCONTINUOUS GALERKIN APPROXIMATION OF THE MAXWELL OPERATOR. SIAM J. Numer. Anal., Vol. 42 (2004), pp

MIXED DISCONTINUOUS GALERKIN APPROXIMATION OF THE MAXWELL OPERATOR. SIAM J. Numer. Anal., Vol. 42 (2004), pp MIXED DISCONTINUOUS GALERIN APPROXIMATION OF THE MAXWELL OPERATOR PAUL HOUSTON, ILARIA PERUGIA, AND DOMINI SCHÖTZAU SIAM J. Numer. Anal., Vol. 4 (004), pp. 434 459 Abstract. We introduce and analyze a

More information

Variational Localizations of the Dual Weighted Residual Estimator

Variational Localizations of the Dual Weighted Residual Estimator Publised in Journal for Computational and Applied Matematics, pp. 192-208, 2015 Variational Localizations of te Dual Weigted Residual Estimator Tomas Ricter Tomas Wick Te dual weigted residual metod (DWR)

More information

5 Ordinary Differential Equations: Finite Difference Methods for Boundary Problems

5 Ordinary Differential Equations: Finite Difference Methods for Boundary Problems 5 Ordinary Differential Equations: Finite Difference Metods for Boundary Problems Read sections 10.1, 10.2, 10.4 Review questions 10.1 10.4, 10.8 10.9, 10.13 5.1 Introduction In te previous capters we

More information

Superconvergence of energy-conserving discontinuous Galerkin methods for. linear hyperbolic equations. Abstract

Superconvergence of energy-conserving discontinuous Galerkin methods for. linear hyperbolic equations. Abstract Superconvergence of energy-conserving discontinuous Galerkin metods for linear yperbolic equations Yong Liu, Ci-Wang Su and Mengping Zang 3 Abstract In tis paper, we study superconvergence properties of

More information

CONVERGENCE OF AN IMPLICIT FINITE ELEMENT METHOD FOR THE LANDAU-LIFSHITZ-GILBERT EQUATION

CONVERGENCE OF AN IMPLICIT FINITE ELEMENT METHOD FOR THE LANDAU-LIFSHITZ-GILBERT EQUATION CONVERGENCE OF AN IMPLICIT FINITE ELEMENT METHOD FOR THE LANDAU-LIFSHITZ-GILBERT EQUATION SÖREN BARTELS AND ANDREAS PROHL Abstract. Te Landau-Lifsitz-Gilbert equation describes dynamics of ferromagnetism,

More information

AMS 147 Computational Methods and Applications Lecture 09 Copyright by Hongyun Wang, UCSC. Exact value. Effect of round-off error.

AMS 147 Computational Methods and Applications Lecture 09 Copyright by Hongyun Wang, UCSC. Exact value. Effect of round-off error. Lecture 09 Copyrigt by Hongyun Wang, UCSC Recap: Te total error in numerical differentiation fl( f ( x + fl( f ( x E T ( = f ( x Numerical result from a computer Exact value = e + f x+ Discretization error

More information

A = h w (1) Error Analysis Physics 141

A = h w (1) Error Analysis Physics 141 Introduction In all brances of pysical science and engineering one deals constantly wit numbers wic results more or less directly from experimental observations. Experimental observations always ave inaccuracies.

More information

Key words. Navier-Stokes, Crank-Nicolson, finite element, extrapolation, linearization, implicit, stability, analysis, inhomogeneous

Key words. Navier-Stokes, Crank-Nicolson, finite element, extrapolation, linearization, implicit, stability, analysis, inhomogeneous A NEW LINEARLY EXTRAPOLATED CRANK-NICOLSON TIME-STEPPING SCHEME FOR THE NSE ROSS INGRAM Abstract. We investigate te stability of a fully-implicit, linearly extrapolated Crank-Nicolson (CNLE) time-stepping

More information

Finite Difference Methods Assignments

Finite Difference Methods Assignments Finite Difference Metods Assignments Anders Söberg and Aay Saxena, Micael Tuné, and Maria Westermarck Revised: Jarmo Rantakokko June 6, 1999 Teknisk databeandling Assignment 1: A one-dimensional eat equation

More information

A Local Projection Stabilization/Continuous Galerkin Petrov Method for Incompressible Flow Problems

A Local Projection Stabilization/Continuous Galerkin Petrov Method for Incompressible Flow Problems A Local Projection Stabilization/Continuous Galerkin Petrov Metod for Incompressible Flow Problems Naveed Amed, Volker Jon, Gunar Matties, Julia Novo Marc 22, 218 Abstract A local projection stabilization

More information

A method of Lagrange Galerkin of second order in time. Une méthode de Lagrange Galerkin d ordre deux en temps

A method of Lagrange Galerkin of second order in time. Une méthode de Lagrange Galerkin d ordre deux en temps A metod of Lagrange Galerkin of second order in time Une métode de Lagrange Galerkin d ordre deux en temps Jocelyn Étienne a a DAMTP, University of Cambridge, Wilberforce Road, Cambridge CB3 0WA, Great-Britain.

More information

Dedicated to the 70th birthday of Professor Lin Qun

Dedicated to the 70th birthday of Professor Lin Qun Journal of Computational Matematics, Vol.4, No.3, 6, 4 44. ACCELERATION METHODS OF NONLINEAR ITERATION FOR NONLINEAR PARABOLIC EQUATIONS Guang-wei Yuan Xu-deng Hang Laboratory of Computational Pysics,

More information

ERROR ESTIMATES FOR A FULLY DISCRETIZED SCHEME TO A CAHN-HILLIARD PHASE-FIELD MODEL FOR TWO-PHASE INCOMPRESSIBLE FLOWS

ERROR ESTIMATES FOR A FULLY DISCRETIZED SCHEME TO A CAHN-HILLIARD PHASE-FIELD MODEL FOR TWO-PHASE INCOMPRESSIBLE FLOWS ERROR ESTIMATES FOR A FULLY DISCRETIZED SCHEME TO A CAHN-HILLIARD PHASE-FIELD MODEL FOR TWO-PHASE INCOMPRESSIBLE FLOWS YONGYONG CAI, AND JIE SHEN Abstract. We carry out in tis paper a rigorous error analysis

More information

A Polynomial Adaptive LCP Scheme for Viscous Compressible Flows

A Polynomial Adaptive LCP Scheme for Viscous Compressible Flows A Polynomial Adaptive LCP Sceme for Viscous Compressible Flows J.S. Cagnone, B.C. Vermeire, and S.. Nadaraja Department of Mecanical Engineering, McGill University, Montreal, Canada, H3A 2S6 Email: jean-sebastien.cagnone@mail.mcgill.ca

More information

SECTION 3.2: DERIVATIVE FUNCTIONS and DIFFERENTIABILITY

SECTION 3.2: DERIVATIVE FUNCTIONS and DIFFERENTIABILITY (Section 3.2: Derivative Functions and Differentiability) 3.2.1 SECTION 3.2: DERIVATIVE FUNCTIONS and DIFFERENTIABILITY LEARNING OBJECTIVES Know, understand, and apply te Limit Definition of te Derivative

More information

arxiv: v1 [math.na] 25 Jul 2014

arxiv: v1 [math.na] 25 Jul 2014 A second order in time, uniquely solvable, unconditionally stable numerical sceme for Can-Hilliard-Navier-Stokes equation Daozi Han, Xiaoming Wang November 5, 016 arxiv:1407.7048v1 [mat.na] 5 Jul 014 Abstract

More information

Error estimates for a semi-implicit fully discrete finite element scheme for the mean curvature flow of graphs

Error estimates for a semi-implicit fully discrete finite element scheme for the mean curvature flow of graphs Interfaces and Free Boundaries 2, 2000 34 359 Error estimates for a semi-implicit fully discrete finite element sceme for te mean curvature flow of graps KLAUS DECKELNICK Scool of Matematical Sciences,

More information

c 2004 Society for Industrial and Applied Mathematics

c 2004 Society for Industrial and Applied Mathematics SIAM J NUMER ANAL Vol 4, No, pp 86 84 c 004 Society for Industrial and Applied Matematics LEAST-SQUARES METHODS FOR LINEAR ELASTICITY ZHIQIANG CAI AND GERHARD STARKE Abstract Tis paper develops least-squares

More information

lecture 26: Richardson extrapolation

lecture 26: Richardson extrapolation 43 lecture 26: Ricardson extrapolation 35 Ricardson extrapolation, Romberg integration Trougout numerical analysis, one encounters procedures tat apply some simple approximation (eg, linear interpolation)

More information

CLEMSON U N I V E R S I T Y

CLEMSON U N I V E R S I T Y A Fractional Step θ-metod for Convection-Diffusion Equations Jon Crispell December, 006 Advisors: Dr. Lea Jenkins and Dr. Vincent Ervin Fractional Step θ-metod Outline Crispell,Ervin,Jenkins Motivation

More information

A Stabilized Galerkin Scheme for the Convection-Diffusion-Reaction Equations

A Stabilized Galerkin Scheme for the Convection-Diffusion-Reaction Equations Acta Appl Mat 14) 13:115 134 DOI 1.17/s144-13-984-5 A Stabilized Galerkin Sceme for te Convection-Diffusion-Reaction Equations Qingfang Liu Yanren Hou Lei Ding Qingcang Liu Received: 5 October 1 / Accepted:

More information

ch (for some fixed positive number c) reaching c

ch (for some fixed positive number c) reaching c GSTF Journal of Matematics Statistics and Operations Researc (JMSOR) Vol. No. September 05 DOI 0.60/s4086-05-000-z Nonlinear Piecewise-defined Difference Equations wit Reciprocal and Cubic Terms Ramadan

More information

A Finite Element Primer

A Finite Element Primer A Finite Element Primer David J. Silvester Scool of Matematics, University of Mancester d.silvester@mancester.ac.uk. Version.3 updated 4 October Contents A Model Diffusion Problem.................... x.

More information

4. The slope of the line 2x 7y = 8 is (a) 2/7 (b) 7/2 (c) 2 (d) 2/7 (e) None of these.

4. The slope of the line 2x 7y = 8 is (a) 2/7 (b) 7/2 (c) 2 (d) 2/7 (e) None of these. Mat 11. Test Form N Fall 016 Name. Instructions. Te first eleven problems are wort points eac. Te last six problems are wort 5 points eac. For te last six problems, you must use relevant metods of algebra

More information

A SYMMETRIC NODAL CONSERVATIVE FINITE ELEMENT METHOD FOR THE DARCY EQUATION

A SYMMETRIC NODAL CONSERVATIVE FINITE ELEMENT METHOD FOR THE DARCY EQUATION A SYMMETRIC NODAL CONSERVATIVE FINITE ELEMENT METHOD FOR THE DARCY EQUATION GABRIEL R. BARRENECHEA, LEOPOLDO P. FRANCA 1 2, AND FRÉDÉRIC VALENTIN Abstract. Tis work introduces and analyzes novel stable

More information

Numerical Analysis and Computational Comparisons of the NS-alpha and NS-omega regularizations

Numerical Analysis and Computational Comparisons of the NS-alpha and NS-omega regularizations Numerical Analysis and Computational Comparisons of te NS-alpa and NS-omega regularizations William Layton,5 Carolina C. Manica 2 Monika Neda 3 Leo G. Rebolz 4 Abstract We study stability, accuracy and

More information

Some Error Estimates for the Finite Volume Element Method for a Parabolic Problem

Some Error Estimates for the Finite Volume Element Method for a Parabolic Problem Computational Metods in Applied Matematics Vol. 13 (213), No. 3, pp. 251 279 c 213 Institute of Matematics, NAS of Belarus Doi: 1.1515/cmam-212-6 Some Error Estimates for te Finite Volume Element Metod

More information

Carolina C. Manica 1, Monika Neda 2, Maxim Olshanskii 3 and Leo G. Rebholz 4

Carolina C. Manica 1, Monika Neda 2, Maxim Olshanskii 3 and Leo G. Rebholz 4 ESAIM: MAN DOI:./man/ ESAIM: Matematical Modelling and Numerical Analysis www.esaim-man.org ENABLING NUMERICAL ACCURACY OF NAVIER-STOKES-α THROUGH DECONVOLUTION AND ENHANCED STABILITY Carolina C. Manica,

More information

MATH745 Fall MATH745 Fall

MATH745 Fall MATH745 Fall MATH745 Fall 5 MATH745 Fall 5 INTRODUCTION WELCOME TO MATH 745 TOPICS IN NUMERICAL ANALYSIS Instructor: Dr Bartosz Protas Department of Matematics & Statistics Email: bprotas@mcmasterca Office HH 36, Ext

More information

Discontinuous Galerkin Methods for Relativistic Vlasov-Maxwell System

Discontinuous Galerkin Methods for Relativistic Vlasov-Maxwell System Discontinuous Galerkin Metods for Relativistic Vlasov-Maxwell System He Yang and Fengyan Li December 1, 16 Abstract e relativistic Vlasov-Maxwell (RVM) system is a kinetic model tat describes te dynamics

More information

arxiv: v1 [math.na] 20 Jul 2009

arxiv: v1 [math.na] 20 Jul 2009 STABILITY OF LAGRANGE ELEMENTS FOR THE MIXED LAPLACIAN DOUGLAS N. ARNOLD AND MARIE E. ROGNES arxiv:0907.3438v1 [mat.na] 20 Jul 2009 Abstract. Te stability properties of simple element coices for te mixed

More information

Part VIII, Chapter 39. Fluctuation-based stabilization Model problem

Part VIII, Chapter 39. Fluctuation-based stabilization Model problem Part VIII, Capter 39 Fluctuation-based stabilization Tis capter presents a unified analysis of recent stabilization tecniques for te standard Galerkin approximation of first-order PDEs using H 1 - conforming

More information

Math 102 TEST CHAPTERS 3 & 4 Solutions & Comments Fall 2006

Math 102 TEST CHAPTERS 3 & 4 Solutions & Comments Fall 2006 Mat 102 TEST CHAPTERS 3 & 4 Solutions & Comments Fall 2006 f(x+) f(x) 10 1. For f(x) = x 2 + 2x 5, find ))))))))) and simplify completely. NOTE: **f(x+) is NOT f(x)+! f(x+) f(x) (x+) 2 + 2(x+) 5 ( x 2

More information

arxiv: v1 [math.na] 7 Mar 2019

arxiv: v1 [math.na] 7 Mar 2019 Local Fourier analysis for mixed finite-element metods for te Stokes equations Yunui He a,, Scott P. MacLaclan a a Department of Matematics and Statistics, Memorial University of Newfoundland, St. Jon

More information

Inf sup testing of upwind methods

Inf sup testing of upwind methods INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numer. Met. Engng 000; 48:745 760 Inf sup testing of upwind metods Klaus-Jurgen Bate 1; ;, Dena Hendriana 1, Franco Brezzi and Giancarlo

More information

Exam 1 Review Solutions

Exam 1 Review Solutions Exam Review Solutions Please also review te old quizzes, and be sure tat you understand te omework problems. General notes: () Always give an algebraic reason for your answer (graps are not sufficient),

More information

arxiv: v1 [math.na] 3 Nov 2011

arxiv: v1 [math.na] 3 Nov 2011 arxiv:.983v [mat.na] 3 Nov 2 A Finite Difference Gost-cell Multigrid approac for Poisson Equation wit mixed Boundary Conditions in Arbitrary Domain Armando Coco, Giovanni Russo November 7, 2 Abstract In

More information

Methods for Parabolic Equations

Methods for Parabolic Equations Maximum Norm Regularity of Implicit Difference Metods for Parabolic Equations by Micael Pruitt Department of Matematics Duke University Date: Approved: J. Tomas Beale, Supervisor William K. Allard Anita

More information

STABILITY OF DISCRETE STOKES OPERATORS IN FRACTIONAL SOBOLEV SPACES

STABILITY OF DISCRETE STOKES OPERATORS IN FRACTIONAL SOBOLEV SPACES STABILITY OF DISCRETE STOKES OPERATORS IN FRACTIONAL SOBOLEV SPACES JEAN-LUC GUERMOND,, JOSEPH E PASCIAK Abstract Using a general approximation setting aving te generic properties of finite-elements, we

More information

A UNIFORM INF SUP CONDITION WITH APPLICATIONS TO PRECONDITIONING

A UNIFORM INF SUP CONDITION WITH APPLICATIONS TO PRECONDITIONING A UNIFORM INF SUP CONDIION WIH APPLICAIONS O PRECONDIIONING KEN ANDRE MARDAL, JOACHIM SCHÖBERL, AND RAGNAR WINHER Abstract. A uniform inf sup condition related to a parameter dependent Stokes problem is

More information

Decay of solutions of wave equations with memory

Decay of solutions of wave equations with memory Proceedings of te 14t International Conference on Computational and Matematical Metods in Science and Engineering, CMMSE 14 3 7July, 14. Decay of solutions of wave equations wit memory J. A. Ferreira 1,

More information

A Demonstration of the Advantage of Asymptotic Preserving Schemes over Standard Finite Volume Schemes

A Demonstration of the Advantage of Asymptotic Preserving Schemes over Standard Finite Volume Schemes A Demonstration of te Advantage of Asymptotic Preserving Scemes over Standard Finite Volume Scemes Jocen Scütz Berict Nr. 366 Juni 213 Key words: conservation laws, asymptotic metods, finite volume metods,

More information

Numerical Differentiation

Numerical Differentiation Numerical Differentiation Finite Difference Formulas for te first derivative (Using Taylor Expansion tecnique) (section 8.3.) Suppose tat f() = g() is a function of te variable, and tat as 0 te function

More information

H(div) conforming and DG methods for incompressible Euler s equations

H(div) conforming and DG methods for incompressible Euler s equations H(div) conforming and DG metods for incompressible Euler s equations Jonny Guzmán Filánder A. Sequeira Ci-Wang Su Abstract H(div) conforming and discontinuous Galerkin (DG) metods are designed for incompressible

More information

POLYNOMIAL AND SPLINE ESTIMATORS OF THE DISTRIBUTION FUNCTION WITH PRESCRIBED ACCURACY

POLYNOMIAL AND SPLINE ESTIMATORS OF THE DISTRIBUTION FUNCTION WITH PRESCRIBED ACCURACY APPLICATIONES MATHEMATICAE 36, (29), pp. 2 Zbigniew Ciesielski (Sopot) Ryszard Zieliński (Warszawa) POLYNOMIAL AND SPLINE ESTIMATORS OF THE DISTRIBUTION FUNCTION WITH PRESCRIBED ACCURACY Abstract. Dvoretzky

More information

Parameter estimation for Euler equations with uncertain inputs

Parameter estimation for Euler equations with uncertain inputs Parameter estimation for Euler equations wit uncertain inputs Sergiy Zuk Abstract Te paper presents a new state estimation algoritm for 2D incompressible Euler equations wit periodic boundary conditions

More information

A trace finite element method for a class of coupled bulk-interface transport problems

A trace finite element method for a class of coupled bulk-interface transport problems Numerical Analysis and Scientific Computing Preprint Seria A trace finite element metod for a class of coupled bulk-interface transport problems S. Gross M.A. Olsanskii A. Reusken Preprint #28 Department

More information

The derivative function

The derivative function Roberto s Notes on Differential Calculus Capter : Definition of derivative Section Te derivative function Wat you need to know already: f is at a point on its grap and ow to compute it. Wat te derivative

More information

MANY scientific and engineering problems can be

MANY scientific and engineering problems can be A Domain Decomposition Metod using Elliptical Arc Artificial Boundary for Exterior Problems Yajun Cen, and Qikui Du Abstract In tis paper, a Diriclet-Neumann alternating metod using elliptical arc artificial

More information

1. Introduction. Consider a semilinear parabolic equation in the form

1. Introduction. Consider a semilinear parabolic equation in the form A POSTERIORI ERROR ESTIMATION FOR PARABOLIC PROBLEMS USING ELLIPTIC RECONSTRUCTIONS. I: BACKWARD-EULER AND CRANK-NICOLSON METHODS NATALIA KOPTEVA AND TORSTEN LINSS Abstract. A semilinear second-order parabolic

More information

AN OVERVIEW OF PROJECTION METHODS FOR INCOMPRESSIBLE FLOWS

AN OVERVIEW OF PROJECTION METHODS FOR INCOMPRESSIBLE FLOWS AN OVERVIEW OF PROJECTION METHODS FOR INCOMPRESSIBLE FLOWS J.L. GUERMOND, P. MINEV 2, AND JIE SHEN 3 Abstract. We discuss in tis paper a series of important numerical issues related to te analysis and

More information

Volume 29, Issue 3. Existence of competitive equilibrium in economies with multi-member households

Volume 29, Issue 3. Existence of competitive equilibrium in economies with multi-member households Volume 29, Issue 3 Existence of competitive equilibrium in economies wit multi-member ouseolds Noriisa Sato Graduate Scool of Economics, Waseda University Abstract Tis paper focuses on te existence of

More information

HOMEWORK HELP 2 FOR MATH 151

HOMEWORK HELP 2 FOR MATH 151 HOMEWORK HELP 2 FOR MATH 151 Here we go; te second round of omework elp. If tere are oters you would like to see, let me know! 2.4, 43 and 44 At wat points are te functions f(x) and g(x) = xf(x)continuous,

More information

Finite Element Methods for Linear Elasticity

Finite Element Methods for Linear Elasticity Finite Element Metods for Linear Elasticity Ricard S. Falk Department of Matematics - Hill Center Rutgers, Te State University of New Jersey 110 Frelinguysen Rd., Piscataway, NJ 08854-8019 falk@mat.rutgers.edu

More information

Polynomial Interpolation

Polynomial Interpolation Capter 4 Polynomial Interpolation In tis capter, we consider te important problem of approximatinga function fx, wose values at a set of distinct points x, x, x,, x n are known, by a polynomial P x suc

More information

Analysis of A Continuous Finite Element Method for H(curl, div)-elliptic Interface Problem

Analysis of A Continuous Finite Element Method for H(curl, div)-elliptic Interface Problem Analysis of A Continuous inite Element Metod for Hcurl, div)-elliptic Interface Problem Huoyuan Duan, Ping Lin, and Roger C. E. Tan Abstract In tis paper, we develop a continuous finite element metod for

More information

This paper presents a review of results for the recently introduced reduced Navier Stokes-α (rns-α) model of incompressible, viscous flow, given by

This paper presents a review of results for the recently introduced reduced Navier Stokes-α (rns-α) model of incompressible, viscous flow, given by fluids Article Te Reduced NS-α Model for Incompressible Flow: A Review of Recent Progress Abigail L. Bowers and Leo G. Rebolz, * Department of Matematics, Florida Polytecnic University, Lakeland, FL 3385,

More information

A Hybridizable Discontinuous Galerkin Method for the Compressible Euler and Navier-Stokes Equations

A Hybridizable Discontinuous Galerkin Method for the Compressible Euler and Navier-Stokes Equations A Hybridizable Discontinuous Galerkin Metod for te Compressible Euler and Navier-Stokes Equations J. Peraire and N. C. Nguyen Massacusetts Institute of Tecnology, Cambridge, MA 02139, USA B. Cockburn University

More information