Etudes et évaluation de processus océaniques par des hiérarchies ...
Etudes et évaluation de processus océaniques par des hiérarchies ... Etudes et évaluation de processus océaniques par des hiérarchies ...
88 CHAPITRE 4. ETUDES DE PROCESSUS OCÉANOGRAPHIQUES 0.006 A. Wirth / Ocean Modelling 9 (2005) 71–87 85 U (m/s) 0.004 0.002 0 8 16 32 64 128 256 256 long 512 -0.002 -0.004 850 900 950 1000 Depth (m) Fig. 9. Horizontal velocity along x ¼ 250 m near the lower boundary. Symbols correspond to the different spatial resolution (as given in the figure). tel-00545911, version 1 - 13 Dec 2010 W (m/s) 0.003 0.002 0.001 0 -0.001 -0.002 850 900 950 1000 Depth (m) Fig. 10. Vertical velocity along x ¼ 500 m near the lower boundary. Symbols correspond to the different spatial resolution (as given in the figure). No spectral convergence is observed in this test-case. This comes at no surprise as the dynamics even in the interior of the domain is completely slaved to the dynamics at the boundaries and thus shows the corresponding convergence properties. It is indeed clearly visible from Fig. 7 that no structures smaller than the basin scale appear in the problem. A problem involving scales smaller than those imposed by the boundaries would cease to be stationary and the here presented analysis could not be performed. With the insight obtained from boundary-layer theory, the velocity components in the buffer zone can be adjusted so that the real dynamics at the boundary is modeled to higher order. The convergence properties of the dynamics in the interior fluid would then follow. This is the subject of future research. 8 16 32 64 128 256 256 long 512
4.3. A NON-HYDROSTATIC FLAT-BOTTOM OCEAN MODEL ENTIRELY BASE ON FOURIER EX 86 A. Wirth / Ocean Modelling 9 (2005) 71–87 LOG(error) -3 -4 -5 -6 -7 -8 -9 -10 -11 Gibbs at bottom u-comp. min. val. u-comp. top u-comp. bottom w-comp. min. val. w-comp top w-comp. -12 2 3 4 5 6 LOG(n) Fig. 11. Log–log plot of the error for different variables: amplitude of the Gibbs oscillation in the horizontal velocity component along x ¼ 250 m at the lower boundary (circles), minimum value of the horizontal velocity component along x ¼ 250 m (squares), horizontal velocity component at x ¼ 250 m, y ¼ 125 m (diamonds), vertical velocity component at x ¼ 500 m, y ¼ 875 m (upward triangles), minimum value of the vertical velocity component along x ¼ 250 m (leftward triangles) vertical velocity component at x ¼ 500 m, y ¼ 175 m (downward triangles). tel-00545911, version 1 - 13 Dec 2010 References Chorin, J.A., 1968. Numerical solution of the Navier–Stokes equations. Math. Comput. 22, 745–762. Davies, A.M., Lawrence, J., 1994. Examining the influence of wind and wind wave turbulence on tidal currents, using a three-dimensional hydrodynamic model including wave current interaction. J. Phys. Oceanogr. 24, 2441–2460. Goldstein, D., Handler, R., Sirovich, L., 1993. Modeling a no-slip flow boundary with an external force field. J. Comp. Phys. 105, 354–366. Gottlieb, D., Orszag, S., 1977. Numerical Analysis of Spectral Methods: Theory and Applications. SIAM, Philadelphia. Iaccarino, G., Verzicco, R., 2003. Immersed boundary technique for LES/RANS simulations. Applied Mech. Rev., ASME, in press. John, F., 1991. Partial Differential Equations, fourth ed. Springer-Verlag, New York. Jones, H., Marshall, J., 1993. Convection with rotation in a neutral ocean: a study of open-ocean deep convection. J. Phys. Oceanogr. 23, 1009–1039. Julien, K., Legg, S., McWilliams, J., Werne, J., 1996. Rapidly rotating Rayleigh–Benard convection. J. Fluid Mech. 322, 243–273. Lamb, K.G., 1994. Numerical experiments of internal wave generation by strong tidal flow across a finite amplitude bank edge. J. Geophys. Res. 99, 843–864. Marshall, J., Hill, C., Perelman, L., Adcroft, A., 1997. Hydrostatic, quasi-hydrostatic, and nonhydrostatic ocean modeling. J. Phys. Oceanogr. 27, 5733–5752. Maxworthy, T., Narimousa, S., 1994. Unsteady, turbulent convection into a homogeneous, rotating fluid, with oceanographic applications. J. Phys. Oceanogr. 24, 865–887. Mohd-Yosuf, J., 1997. Combined immersed boundary/B-spline methods for simulation in complex geometries. Annual Research Briefs, Center for Turbulence Research, pp. 317–328. Padilla-Barbosa, J., Metais, O., 2000. Large-eddy simulations of deep-ocean convection: analysis of the vorticity dynamics. J. Turbul., 1009. Peskin, C.S., 1977. Flow patterns around heart valves: a numerical method. J. Comp. Phys. 25, 220–252. Peyret, R., 2002. Spectral Methods with Application to Incompressible Viscous Flow. Springer-Verlag, New York. 432 pp. Schlichting, H., 1968. Boundary-Layer Theory. McGraw-Hill, New York. 817 pp.
- Page 43 and 44: Colloque bilan LEFE, Plouzané, Mai
- Page 45 and 46: Troisième partie tel-00545911, ver
- Page 47 and 48: Chapitre 4 Etudes de Processus Océ
- Page 49 and 50: 4.1. VARIABILITY OF THE GREAT WHIRL
- Page 51 and 52: 4.1. VARIABILITY OF THE GREAT WHIRL
- Page 53 and 54: 4.1. VARIABILITY OF THE GREAT WHIRL
- Page 55 and 56: 4.1. VARIABILITY OF THE GREAT WHIRL
- Page 57 and 58: 4.1. VARIABILITY OF THE GREAT WHIRL
- Page 59 and 60: 4.1. VARIABILITY OF THE GREAT WHIRL
- Page 61 and 62: 4.1. VARIABILITY OF THE GREAT WHIRL
- Page 63 and 64: 4.1. VARIABILITY OF THE GREAT WHIRL
- Page 65 and 66: 4.2. THE PARAMETRIZATION OF BAROCLI
- Page 67 and 68: 4.2. THE PARAMETRIZATION OF BAROCLI
- Page 69 and 70: 4.2. THE PARAMETRIZATION OF BAROCLI
- Page 71 and 72: 4.2. THE PARAMETRIZATION OF BAROCLI
- Page 73 and 74: 4.2. THE PARAMETRIZATION OF BAROCLI
- Page 75 and 76: 4.2. THE PARAMETRIZATION OF BAROCLI
- Page 77 and 78: 4.2. THE PARAMETRIZATION OF BAROCLI
- Page 79 and 80: 4.3. A NON-HYDROSTATIC FLAT-BOTTOM
- Page 81 and 82: 4.3. A NON-HYDROSTATIC FLAT-BOTTOM
- Page 83 and 84: 4.3. A NON-HYDROSTATIC FLAT-BOTTOM
- Page 85 and 86: 4.3. A NON-HYDROSTATIC FLAT-BOTTOM
- Page 87 and 88: 4.3. A NON-HYDROSTATIC FLAT-BOTTOM
- Page 89 and 90: 4.3. A NON-HYDROSTATIC FLAT-BOTTOM
- Page 91 and 92: 4.3. A NON-HYDROSTATIC FLAT-BOTTOM
- Page 93: 4.3. A NON-HYDROSTATIC FLAT-BOTTOM
- Page 97 and 98: 4.4. TILTED CONVECTIVE PLUMES IN NU
- Page 99 and 100: 4.4. TILTED CONVECTIVE PLUMES IN NU
- Page 101 and 102: 4.4. TILTED CONVECTIVE PLUMES IN NU
- Page 103 and 104: 4.4. TILTED CONVECTIVE PLUMES IN NU
- Page 105 and 106: 4.4. TILTED CONVECTIVE PLUMES IN NU
- Page 107 and 108: 4.4. TILTED CONVECTIVE PLUMES IN NU
- Page 109 and 110: 4.5. MEAN CIRCULATION AND STRUCTURE
- Page 111 and 112: 4.5. MEAN CIRCULATION AND STRUCTURE
- Page 113 and 114: 4.5. MEAN CIRCULATION AND STRUCTURE
- Page 115 and 116: 4.5. MEAN CIRCULATION AND STRUCTURE
- Page 117 and 118: 4.5. MEAN CIRCULATION AND STRUCTURE
- Page 119 and 120: 4.5. MEAN CIRCULATION AND STRUCTURE
- Page 121 and 122: 4.5. MEAN CIRCULATION AND STRUCTURE
- Page 123 and 124: 4.5. MEAN CIRCULATION AND STRUCTURE
- Page 125 and 126: 4.6. ESTIMATION OF FRICTION PARAMET
- Page 127 and 128: 4.6. ESTIMATION OF FRICTION PARAMET
- Page 129 and 130: 4.6. ESTIMATION OF FRICTION PARAMET
- Page 131 and 132: 4.6. ESTIMATION OF FRICTION PARAMET
- Page 133 and 134: 4.6. ESTIMATION OF FRICTION PARAMET
- Page 135 and 136: 4.6. ESTIMATION OF FRICTION PARAMET
- Page 137 and 138: 4.7. ON THE BASIC STRUCTURE OF OCEA
- Page 139 and 140: 4.7. ON THE BASIC STRUCTURE OF OCEA
- Page 141 and 142: 4.7. ON THE BASIC STRUCTURE OF OCEA
- Page 143 and 144: 4.7. ON THE BASIC STRUCTURE OF OCEA
4.3. A NON-HYDROSTATIC FLAT-BOTTOM OCEAN MODEL ENTIRELY BASE ON FOURIER EX<br />
86 A. Wirth / Ocean Mo<strong>de</strong>lling 9 (2005) 71–87<br />
LOG(error)<br />
-3<br />
-4<br />
-5<br />
-6<br />
-7<br />
-8<br />
-9<br />
-10<br />
-11<br />
Gibbs at bottom u-comp.<br />
min. val. u-comp.<br />
top u-comp.<br />
bottom w-comp.<br />
min. val. w-comp<br />
top w-comp.<br />
-12<br />
2 3 4 5 6<br />
LOG(n)<br />
Fig. 11. Log–log plot of the error for different variables: amplitu<strong>de</strong> of the Gibbs oscillation in the horizontal velocity<br />
component along x ¼ 250 m at the lower boundary (circles), minimum value of the horizontal velocity component<br />
along x ¼ 250 m (squares), horizontal velocity component at x ¼ 250 m, y ¼ 125 m (diamonds), vertical velocity<br />
component at x ¼ 500 m, y ¼ 875 m (upward triangles), minimum value of the vertical velocity component along<br />
x ¼ 250 m (leftward triangles) vertical velocity component at x ¼ 500 m, y ¼ 175 m (downward triangles).<br />
tel-00545911, version 1 - 13 Dec 2010<br />
References<br />
Chorin, J.A., 1968. Numerical solution of the Navier–Stokes equations. Math. Comput. 22, 745–762.<br />
Davies, A.M., Lawrence, J., 1994. Examining the influence of wind and wind wave turbulence on tidal currents, using a<br />
three-dimensional hydrodynamic mo<strong>de</strong>l including wave current interaction. J. Phys. Oceanogr. 24, 2441–2460.<br />
Goldstein, D., Handler, R., Sirovich, L., 1993. Mo<strong>de</strong>ling a no-slip flow boundary with an external force field. J. Comp.<br />
Phys. 105, 354–366.<br />
Gottlieb, D., Orszag, S., 1977. Numerical Analysis of Spectral M<strong>et</strong>hods: Theory and Applications. SIAM, Phila<strong>de</strong>lphia.<br />
Iaccarino, G., Verzicco, R., 2003. Immersed boundary technique for LES/RANS simulations. Applied Mech. Rev.,<br />
ASME, in press.<br />
John, F., 1991. Partial Differential Equations, fourth ed. Springer-Verlag, New York.<br />
Jones, H., Marshall, J., 1993. Convection with rotation in a neutral ocean: a study of open-ocean <strong>de</strong>ep convection.<br />
J. Phys. Oceanogr. 23, 1009–1039.<br />
Julien, K., Legg, S., McWilliams, J., Werne, J., 1996. Rapidly rotating Rayleigh–Benard convection. J. Fluid Mech.<br />
322, 243–273.<br />
Lamb, K.G., 1994. Numerical experiments of internal wave generation by strong tidal flow across a finite amplitu<strong>de</strong><br />
bank edge. J. Geophys. Res. 99, 843–864.<br />
Marshall, J., Hill, C., Perelman, L., Adcroft, A., 1997. Hydrostatic, quasi-hydrostatic, and nonhydrostatic ocean<br />
mo<strong>de</strong>ling. J. Phys. Oceanogr. 27, 5733–5752.<br />
Maxworthy, T., Narimousa, S., 1994. Unsteady, turbulent convection into a homogeneous, rotating fluid, with<br />
oceanographic applications. J. Phys. Oceanogr. 24, 865–887.<br />
Mohd-Yosuf, J., 1997. Combined immersed boundary/B-spline m<strong>et</strong>hods for simulation in complex geom<strong>et</strong>ries. Annual<br />
Research Briefs, Center for Turbulence Research, pp. 317–328.<br />
Padilla-Barbosa, J., M<strong>et</strong>ais, O., 2000. Large-eddy simulations of <strong>de</strong>ep-ocean convection: analysis of the vorticity<br />
dynamics. J. Turbul., 1009.<br />
Peskin, C.S., 1977. Flow patterns around heart valves: a numerical m<strong>et</strong>hod. J. Comp. Phys. 25, 220–252.<br />
Peyr<strong>et</strong>, R., 2002. Spectral M<strong>et</strong>hods with Application to Incompressible Viscous Flow. Springer-Verlag, New York. 432<br />
pp.<br />
Schlichting, H., 1968. Boundary-Layer Theory. McGraw-Hill, New York. 817 pp.