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Simulating Changing Basin Morphology Using Shoreline Tracking and the Water Wave Equations Jared Barber Program in Applied Mathematics, University of Arizona.

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Presentation on theme: "Simulating Changing Basin Morphology Using Shoreline Tracking and the Water Wave Equations Jared Barber Program in Applied Mathematics, University of Arizona."— Presentation transcript:

1 Simulating Changing Basin Morphology Using Shoreline Tracking and the Water Wave Equations Jared Barber Program in Applied Mathematics, University of Arizona Collaborators: Juan M. Restrepo, James M. Hyman, Brad Weir

2 Applications Shoreline Erosion Shoreline Erosion Wave Runup Wave Runup Wave Setup and Setdown Wave Setup and Setdown Flooding and Draining Flooding and Draining Water/Ice dynamics (w/land) Water/Ice dynamics (w/land)

3 Numerical Goals Solving SWWE Solving SWWE Encompasses all numerical difficulties Encompasses all numerical difficulties Simplified sediment dynamics model Simplified sediment dynamics model Multiply-connected domains Multiply-connected domains Efficiency and flexibility for 1, 2, and 3-d Efficiency and flexibility for 1, 2, and 3-d Bottom topography erosion-wet and dry sand Bottom topography erosion-wet and dry sand Conservative Solver Conservative Solver Convergent Convergent

4 Background-Others Leveque (2006, unpublished)-Riemann Solver FVM Leveque (2006, unpublished)-Riemann Solver FVM Brocchini et al (2001)-Piston Problem at shore Brocchini et al (2001)-Piston Problem at shore Y. Uchiyama (2004)-POM Y. Uchiyama (2004)-POM Prasad and Svendsen (2003)-SHORECIRC Prasad and Svendsen (2003)-SHORECIRC Toro (1992)-WAF method Toro (1992)-WAF method

5 Background-Shallow Water Wave Equations u Assume: Assume: SWWE: SWWE: Conservative Eqns Conservative Eqns Add in ρ Add in ρ Mass and Momentum Mass and Momentum

6 Lagrangian Shoreline Tracking and Changing h(x,t) First Equation in Lagrangian Coords for shoreline First Equation in Lagrangian Coords for shoreline Use other shoreline eqns: Use other shoreline eqns: Add in eqn for h (p=0, numerically satisfactory): Add in eqn for h (p=0, numerically satisfactory):

7 Integration Process

8 Find

9 Integration Process Find ODE integrate u s eqn.

10 Integration Process Find ODE integrate u s eqn. Integrate SWWE with FVM-LF

11 Integration Process Find ODE integrate u s eqn. Integrate SWWE with FVM-LF Integrate h(x,t) eqn

12 Integration Process Find ODE integrate u s eqn. Integrate SWWE with FVM-LF Integrate h(x,t) eqn Make necessary mesh adjustments

13 Results-CG LF: 32 cells-Works Well-Copies Real thing

14 Results-Islands Works Well-Adaptive/Robust

15 Results-Changing h Works Well-Able to incorporate changing h

16 Improvements/Future Work Converges to Analytical Solutions Converges to Analytical Solutions Highly adaptive/Robust-appearing and disappearing islands Highly adaptive/Robust-appearing and disappearing islands Efficient and energy and mass conserving Efficient and energy and mass conserving Boundary discontinuities: Implement dry sand dynamics Boundary discontinuities: Implement dry sand dynamics Moving Mesh-ODE and FVM Integration, Interpolation Moving Mesh-ODE and FVM Integration, Interpolation Generalize to 2-d Generalize to 2-d Able to incorporate other phenomena (h) Able to incorporate other phenomena (h)

17 Thanks Ocean Sciences Conference Ocean Sciences Conference Juan Restrepo, Brad Weir - Collaborators Juan Restrepo, Brad Weir - Collaborators


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