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SELFE: Semi-implicit Eularian-Lagrangian finite element model for cross scale ocean circulation

SELFE: Semi-implicit Eularian-Lagrangian finite element model for cross scale ocean circulation. Paper by Yinglong Zhang and Antonio Baptista Presentation by Charles Seaton All figures from paper unless otherwise labeled. Comparison of model types.

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SELFE: Semi-implicit Eularian-Lagrangian finite element model for cross scale ocean circulation

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  1. SELFE: Semi-implicit Eularian-Lagrangian finite element model for cross scale ocean circulation Paper by Yinglong Zhang and Antonio Baptista Presentation by Charles Seaton All figures from paper unless otherwise labeled

  2. Comparison of model types • Structured grids, FD: ROMS, POM, NCOM: Good for ocean modeling, require small timesteps, not capable of representing coastline details • Unstructured grids, FE (previous): ADCIRC, QUODDY: Archaic, don’t solve primitive equations • Unstructured grids, FV: UNTRIM-like models: require orthogonality, low order SELFE: Unstructured grids, FE: higher order, does solve primitive equations, can follow coastlines

  3. SELFE: equations continuity Tidal force Baroclinic barotropic Verticalviscosity Horizontalviscosity Atmospheric coriolis Vertical and horizontal diffusion

  4. Turbulence Closure vertical diffusion, vertical and horizontal viscosity dissipation Length scale, 0.3, TKE, mixing length Modelparameters Stability functions Boundary conditions

  5. Vertical Boundary Condition for Momentum Surface Bed Bottom boundary layer velocity Stress in boundary layer Continued next slide

  6. Vertical Boundary Condition for Momentum (continued) Constant stress = 0

  7. Numerical methods • Horizontal grid: unstructured • Vertical grid: hybrid s-z • Time stepping: semi-implicit • Momentum equation and continuity equation solved simultaneously (but decoupled) • Finite Element, advection uses ELM • Transport equation: FE, advection uses ELM or FVUM

  8. s-z vertical grid Can be pure s, can’t be pure z Allows terrain following at shallow depths, avoids baroclinic instability at deeper depths

  9. Grid Prisms w u,v elevation S,T FVUM S,T ELM

  10. Continuity

  11. Depth averaged momentum Implicit terms Explicit terms Need to eliminate = 0

  12. Momentum Viscosity Viscocity – implicit Pressure gradient – implicit Velocity at nodes = weighted average of velocity at side centers Or use discontinuous velocities Vertical velocity solved by FV

  13. Baroclinic module Transport: ELM or FVUM (element splitting or quadratic interpolation reduces diffusion in ELM) FVUM for Temperature Stability constraint (may force subdivision of timesteps)

  14. Stability From explicit baroclinic terms From explicit horizontal viscosity

  15. Benchmarks • 1D convergence • 3D analytical test • Volume conservation test • Simple plume generation test

  16. 1D Convergence • With fixed grid, larger timesteps produce lower errors • Convergence happens only with dx and dt both decreasing • Changing gridsize produces 2nd order convergence in SELFE, but produces divergence in ELCIRC (non-orthogonal grid)

  17. 3D quarter annulus • M2 imposed as a function of the angle velocity ELCIRC SELFE

  18. Volume conservation • River discharge through a section of the Columbia

  19. Plume Demonstrates need for hybrid s-z grid

  20. 40 100 500 1000

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