Presentation is loading. Please wait.

Presentation is loading. Please wait.

The equations of motion and their numerical solutions III by Nils Wedi (2006) contributions by Mike Cullen and Piotr Smolarkiewicz.

Similar presentations


Presentation on theme: "The equations of motion and their numerical solutions III by Nils Wedi (2006) contributions by Mike Cullen and Piotr Smolarkiewicz."— Presentation transcript:

1 The equations of motion and their numerical solutions III by Nils Wedi (2006) contributions by Mike Cullen and Piotr Smolarkiewicz

2 Boundaries We are used to assuming a particular boundary that fits the analytical or numerical framework but not necessarily physical  free surface, non- reflecting boundary, etc. Often the chosen numerical framework favors a particular boundary condition where its influence on the solution remains unclear

3 Choice of vertical coordinate Ocean modellers claim that only isopycnic/isentropic frameworks maintain dynamic structures over many (life-)cycles ?.. Because coordinates are not subject to truncation errors in ordinary frameworks. There is a believe that terrain following coordinate transformations are problematic in higher resolution due to apparent effects of error spreading into regions far away from the boundary in particular PV distortion. However, in most cases problems could be traced back to implementation issues which are more demanding and possibly less robust to alterations. Note, that in higher resolutions the PV concept may loose some of its virtues since the fields are not smooth anymore, isentropes overturn and cross the surface.

4 Choice of vertical coordinate Hybridization or layering needed to exploit the strength of various coordinates in different regions (in particular boundary regions) of the model domain Unstructured meshes: CFD applications typically model only simple fluids in complex geometry, in contrast atmospheric flows are complicated fluid flows in relatively simple geometry (eg. gravity wave breaking at high altitude, trapped waves, shear flows etc.) Bacon et Al. (2000)

5 But why making the equations more difficult ? Choice: Use relatively simple equations with difficult boundaries or use complicated equations with simple boundaries The latter exploits the beauty of “A metric structure determined by data” Freudenthal, Dictionary of Scientific Biography (Riemann), C.C. Gillispie, Scribner & Sons New York (1970-1980)

6 Examples of vertical boundary simplifications Radiative boundaries can also be difficult to implement, simple is perhaps relative Absorbing layers are easy to implement but their effect has to be evaluated/tuned for each problem at hand

7 Radiative Boundary Conditions for limited height models eg. Klemp and Durran (1983); Bougeault (1983); Givoli (1991); Herzog (1995); Durran (1999) Linearized Boussinesq Equations in x-z plane

8 Radiative Boundary Conditions Inserting… Phase speed: Group velocity: for hydrostatic waves Dispersion relation:

9 Radiative Boundary Conditions discretized Fourier series coefficients:

10 Wave-absorbing layers eg. Durran (1999) Viscous damping: Rayleigh damping: Adding r.h.s. terms of the form …

11 Flow past Scandinavia 60h forecast 17/03/1998 divergence patterns in the operational configuration

12 Flow past Scandinavia 60h forecast 17/03/1998 divergence patterns with no absorbers aloft

13 Wave-absorbing layers: an engineering problem

14 Wave-absorbing layers: overlapping absorber regions Finite difference example of an implicit absorber treatment including overlapping regions

15 The second choice … Create a unified framework to investigate the influence of upper boundary conditions on atmospheric and oceanic flows Observational evidence of time-dependent well- marked surfaces, characterized by strong vertical gradients, ‘interfacing’ stratified flows with well- mixed layers  Can we use the knowledge of the time evolution of the interface ?

16 Anelastic approximation

17 Generalized coordinate equations Strong conservation formulation !

18 Explanations … Using: Solenoidal velocity Contravariant velocity Transformation coefficients Jacobian of the transformation Physical velocity

19 Time-dependent curvilinear boundaries Extending Gal-Chen and Somerville terrain- following coordinate transformation on time-dependent curvilinear boundaries Wedi and Smolarkiewicz (2004)

20 The generalized time-dependent coordinate transformation

21 Gravity waves

22 Reduced domain simulation

23 Swinging membrane Swinging membranes bounding a homogeneous Boussinesq fluid Animation:

24 Another practical example Incorporate an approximate free-surface boundary into non-hydrostatic ocean models “Single layer” simulation with an auxiliary boundary model given by the solution of the shallow water equations Comparison to a “two-layer” simulation with density discontinuity 1/1000

25 Regime diagram supercritical subcritical critical, stationary lee jump Critical, downstream propagating lee jump

26 Critical – “two-layer”

27 Critical – reduced domain flat shallow water

28 Conclusions …collapses the relationship between auxiliary boundary models and the interior fluid domain to a single variable …aids the systematic investigation of influences of different boundary conditions on the same flow simulation …possibly simplifies the direct incorporation of observational data into flow simulations given the exact knowledge of H and it’s derivative Aids the inclusion of a free surface in ocean data assimilation and corresponding adjoint formulation

29 The stratospheric QBO - westward + eastward data taken from ERA40

30 Laboratory analogue of the quasi- biennial oscillation (QBO) The coordinate transformation allows for a time- dependent upper/lower boundary forcing without small amplitude approximation Demonstrates the importance of wave transience and their correct numerical realization when resulting in a dominant large scale oscillation

31 The laboratory experiment of Plumb and McEwan The principal mechanism of the QBO was demonstrated in the laboratory University of Kyoto Plumb and McEwan, J. Atmos. Sci. 35 1827-1839 (1978) http://www.gfd-dennou.org/library/ gfd_exp/exp_e/index.htm Animation:

32 Time – height cross section of the mean flow U in a 3D simulation Animation Wedi and Smolarkiewicz, J. Atmos. Sci., 2006 (accepted)

33 Euleriansemi-Lagrangian Viscous simulation Wedi, Int. J. Numer. Meth. Fluids, 2006

34 Inviscid simulation Eulerian St=0.25, n=384 semi-Lagrangian St=0.25, n=384 Eulerian St=0.36, n=640 top absorber top rigid, freeslip

35 Conclusions The flux-form Eulerian simulation is asymptotically close to “idealized inviscid”. The semi-Lagrangian simulation exhibits a more viscous behaviour due to enhanced dissipation, which contributes to the development of different bifurcation points in the flow evolution. The analysis is relevant to larger-scale geophysical flows driven by small scale fluctuations, where the interplay of reversible and irreversible fluxes determines the flow evolution.

36 A QBO in IFS ? Not really …

37 Numerically generated forcing ! Instantaneous horizontal velocity divergence at ~100hPa Tiedke massflux scheme No convection parameterization T63 L91 IFS simulation over 4 years Interaction of convection (parametrization) and the large-scale dynamics appears to play a key role in future advances of forecast ability!


Download ppt "The equations of motion and their numerical solutions III by Nils Wedi (2006) contributions by Mike Cullen and Piotr Smolarkiewicz."

Similar presentations


Ads by Google