1 / 21

P. Meunier M. Bosco, P-Y Passaggia, S. Le Dizès

Lee waves of a tilted object. P. Meunier M. Bosco, P-Y Passaggia, S. Le Dizès Institut de Recherche sur les Phénomènes Hors-Equilibre, Marseille, France. Presentation of the problem. z. a. … a stable stratification of density with Br u nt-Väisälä frequency. A cylinder of diameter D

esme
Télécharger la présentation

P. Meunier M. Bosco, P-Y Passaggia, S. Le Dizès

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Lee waves of a tilted object P. Meunier M. Bosco, P-Y Passaggia, S. Le Dizès Institut de Recherche sur les Phénomènes Hors-Equilibre, Marseille, France

  2. Presentation of the problem z a … a stable stratification of density withBrunt-Väisälä frequency A cylinder of diameter D tilted of an angle a in a flow U D U  3 parameters: - Reynolds number Re=UD/n = 30-200 - Angle of tilt a=0-90 ° - Froude number F=U/ND=0.1-3 lengths dimensionalised by Dtime dimensionalised by D/U • Large Froude correspond to small N, i.e. to weak stratification (homogeneous fluid) • Small Froude correspond to large N, i.e. to strong stratification

  3. Oceanic wakes D = 10 km U = 1 m/s N = 0.005 /s D = 10 m U = 10 m/s N = 0.005 /s D = 10 m U = 1 m/s N = 0.005 /s Re = 108 F = 200 Re = 107 F = 20 Re = 1010 F =U/ND=0.02 Island wake Offshore platform Submarine wake

  4. Atmospheric wakes D = 1000 km U = 10 m/s N = 10-4 /s D = 10 km U = 10 m/s N = 10-4 /s Re = 1012 F = 0.1 Re = 1010 F = 10 Island wake Mountain range

  5. Materials and methods • Cylinder on a translation bench: - D є [0.3 ; 1cm] - U є [0.4 ; 4cm/s] - transient regimes- Linear density profile (salted water: N=1.5-3 s-1) • - PIV measurements - 2D numerial simulations (Comsol, pseudo spectral): NS in the Boussinesq approx. (u,v,w,p,r) function of x,y w is treated as an active scalar (wd/dz=0)

  6. Axial velocity by PIV (a=30°,Re=40) • Axial velocity forced by the tilted flow around the cylinder • wavelength decreases when strat. increases • oscillations of fluid particles at frequency N • advection at U leads to wavelength l/D=2pF • strong viscous decay at small wavelength F=1.7 F=0.57 F=0.28

  7. Lighthill theory (at large F or small a) In Fourier space: D(k,w)w=v2Dsina avec - Theory x Num.

  8. Lighthill theory In Fourier space: D(k,w)w=v2Dsina avec  The forcing term diverges for free waves : w=0  non viscous viscous Residue theorem 

  9. Axial velocity by theory (a=30°,Re=40) F=1.7 F=0.57 F=0.28

  10. Comparison exp.-theory-num. (a=30°, Re=40) Wavelength Amplitude of the axial velocity ● experiment + numerics - theory ● experiment + numerics - theory F F

  11. Nearly horizontal cylinders (F=0.5, a=80°, Re=40) Numerics Theory Axial velocity: w/cos(a)

  12. Presentation of the problem 2 3 parameters: - Reynolds number Re=Ud/n = 30-200 - Angle of tilt a=0-90 ° - Froude number F=U/Nd=0.1-3 - Height of hills h=h*/d - Wave number k=k* d lengths dimensionalised by dtime dimensionalised by d/U

  13. Divergence of lee waves h=0.06, F=1.046, a=45°, Re=1186, k=1.04 zc __ w - - - v . . . r - Strong transverse velocity above hills - Strong density above hills

  14. Critical altitude for various Re, h, a, k, F O varying Re  varying h zc - Critical altitude independent of Re, h - Critical altitude defined by

  15. Profile of normal velocity - Theory o Numerics In Fourier space: - Third term diverges for kU=sin(a)/F - Logarithmic divergence of w'  jump of w' of ip - Divergence of v~w/(sin(a)-kFU)

  16. Profile of transverse velocity - Theory o Numerics Adding viscous terms Rescaling inside critical layer: Re1/3 Airy equation v''+zv = 1 Re-1/3 with Jet profile and shear profile at different x

  17. Profile of transverse velocity Thickness Amplitude Scalings as Re-1/3 and Re-1/3 for thickness and amplitude

  18. Conclusions • Internal waves generated by a tilted cylinder wake: - Tilt induces axial velocity - Lighthill theory for large F, small tilt - Axial velocity ~ sina cosa • Internal waves generated by a tilted sinusoidal topography : - Tilt induces transverse velocity - Divergence at zc where kU(zc)=Nsina - Maximum velocity scales as Re 1/3 - Thickness scales as Re-1/3 Perspectives: • 3D instabilities • Zig-zag instability of a cylinder wake • Internal waves generated by the wake • Experiment on critical layer • Experiment on radiative instability of boundary layer • Influence of the background rotation (Rossby number)

  19. How to make a stratification? Fresh water Salted water H floater

  20. Bluff body wakes • Bluff bodies: separated layer • Drag reduction, energy savings • Robustness of bridges, buildings • Vortex induced-vibration

  21. Nearly horizontal cylinders (F=0.5, a=89°, Re=40) Numerics Theory Normal velocity

More Related