P. N. Vinayachandran Centre for Atmospheric and Oceanic Sciences (CAOS)

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P. N. Vinayachandran Centre for Atmospheric and Oceanic Sciences (CAOS) Indian Institute of Science (IISc) Bangalore 560 012 [email protected] Summer School on Dynamics of North Indian Ocean June-July 2010 OGCM Configuration

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OGCM Configuration. P. N. Vinayachandran Centre for Atmospheric and Oceanic Sciences (CAOS) Indian Institute of Science (IISc) Bangalore 560 012 [email protected]. Summer School on Dynamics of North Indian Ocean June-July 2010. OSCAR Currents. Equations of Motion. - PowerPoint PPT Presentation

Transcript of P. N. Vinayachandran Centre for Atmospheric and Oceanic Sciences (CAOS)

Page 1: P. N. Vinayachandran Centre for Atmospheric and Oceanic Sciences (CAOS)

P. N. VinayachandranCentre for Atmospheric and Oceanic Sciences (CAOS)

Indian Institute of Science (IISc)Bangalore 560 012

[email protected]

Summer School onDynamics of North Indian Ocean

June-July 2010

OGCM Configuration

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OSCAR Currents

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Equations of Motion

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Spherical Co-ordinate System

r=radius of the earth=latitude=longitude

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Equations in Spherical Co-ordinates

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Modular Ocean Model

Hydrostatic

Thin shell

Boussinesq

Sub-grid scale processes are represented by eddy mixing coefficients

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Water column thickness: D = H +

H(x,y) = Ocean depth; = (x,y,t) is the sea surface deviation from rest (z=0)

Kinematic surface and bottome boundary conditions

At z=-H

At z=

Griffies, 2001, MOM4 guide

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Equation for free surface

For a Boussinesq ocean: Assume volume sources/sinks only at the surface lead tobalance of volume per unit area within a ocean column

Ocean surface is affected by three processes:1. Convergence of vertically integrated momentum2. Mass entering through the ocean surface3. Water column dialations due to changes in vertically inegrated density field (steric effects)

Kinematic surface and bottom boundary conditions

At z=-H

At z=

= volume per unit time per unit horizontal area of freshwater crossing the sea surface

= depth integrated horizontal velocity field

Water column thickness: D = H +

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Closed Lateral boundaries : no slip, no normal flow

Open lateral boundaries : sponge

Surface dynamic boundary conditions for momentum and freshwater

Bottom drag

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Surface heat and fresh water fluxes

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Forcing

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Smagorinsky viscosityViscosity depends on flow, nonlinearViscosity due to unresolved scales are proportional to (deformation rates X △2)

km is the largest resolvable wave number

How do you choose ?

Deformation rate:

Viscosity:

Let

Then for R < 2

Tracers, Veronis effect, background viscosity

Grid Reynolds No. should be < 2

Griffies, S. M.: Fundamentals of Ocean Climate Models, Princeton University Press, Princeton, USA, 518+xxxiv pages, 2004.

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J. Kurian, Ph. D. Thesis, 2007, IISc

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Vertical Mixing Schemes

PP KPPMY

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Horizontal Grid Size

Rossby radius = cm/f

Equatorail Rossby radius =( cm/)1/2

Eqn. 14.83

m

m

Horizontal grid spacing should resolve the Rossby Radius

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Model Domain

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Vertical Grid

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Topography

ETOPO5, ETOPO2 & modified

Minimum depth of the ocean is 30m. Cells are deepened

Isolated ocean points are converted to land

Palk strait is closed, Red Sea and Persian Gulf are connected to the Arabian Sea, widened to allow 2 grid points

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River Runoff

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Spin-up

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Sigma – coordinates (Princeton Ocean Model)

Mellor, 2002

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ROMS

Non-linear stretching of the vertical coordinates depending on local water depth

Haidvogel et al., 2000

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Chassignet et al., 2000

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