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https://github.com/erdc/levee-femtec2011

Talk on levee modeling for FEMTEC 2011
https://github.com/erdc/levee-femtec2011

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Talk on levee modeling for FEMTEC 2011

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Levee Talk for FEMTEC 2011

Multiscale Numerical Modeling of Levee Breach Processes

FEMTEC 2011
May 9 - 13
South Lake Taho, CA

C. E. Kees
US Army ERDC, Vicksburg, MS, USA
christopher.e.kees@usace.army.mil

M. W. Farthing
US Army ERDC, Vicksburg, MS, USA
matthew.w.farthing@usace.army.mil

I. Akkerman
US Army ERDC, Vicksburg, MS, USA
idoakkerman@gmail.com

Y. Bazilevs
Structural Engineering, University of Caifornia, San Diego, CA, USA
jbazilevs@ucsd.edu
Abstract

One of the dominant failure modes of levees during flood and storm
surge events is erosion-based breach formation due to high velocity
flow over the back (land-side) slope. Modeling the breaching process
numerically is challenging due to both physical and geometric
complexity that develops and evolves during the overtopping event. The
surface water flows are aerated and sediment-laden mixtures in the
supercritical and turbulent regimes. The air/water free surface may
undergo perturbations on the same order as the depth or even
topological change (breaking). Likewise the soil/fluid interface is
characterized by evolving headcuts, which are essentially moving
discontinuities in the soil surface elevation. The most widely used
models of levee breaching are nevertheless based on depth-integrated
models of flow, sediment transport, and bed morphology. In this work
our objective is to explore models with less restrictive modeling
assumptions, which have become computationally tractable due to
advances in both numerical methods and high-performance computing
hardware. In particular, we present formulations of fully
three-dimensional flow, transport, and morphological evolution for
overtopping and breaching processes and apply recently developed finite
element and level set methods to solve the governing equations for
relevant test problems.