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FVCOM SEDIMENT MODEL

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Bed can be composed of multiple layers with varying composition ... Thickness of surficial layer of active sediment. Proportional to excess flow shear stress. ... – PowerPoint PPT presentation

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Title: FVCOM SEDIMENT MODEL


1
FVCOM SEDIMENT MODEL
Geoff Cowles
06/20/06
2
Overview
FVCOM Sediment model is an implementation of the
USGS Community Sediment Model Follows work of
John Warner (USGS) for ROMS
3
Bed Layers
Thickness Thickness Change Sediment Fractions Fbi
Porosity Pb Age
bottom
1
2
Thickness Age Porosity
3
nbed
4
Bed Dynamics
  • In a resuspension event, grain size distribution
    is
  • modified in surface layer.
  • Sediment size distributions are updated to
    reflect
  • exchange between active layer and underlying bed
  • when the boundary position is altered due to
  • erosion/deposition.

- Thickness of surficial layer of active sediment
Proportional to excess flow shear stress.
5
Sediment Governing Equation/BC
6
Erosion / Deposition
Erosion
Deposition Solve the settling equation using
flux limiters to preserve monotonicity in
sharp gradients Save flux through
bottommost control volume as depositional flux.
7
Implementation
Roughly a 1-D Implementation like GOTM.
One way coupling with FVCOM -No modication
of near bottom density field -No
modification of optical field (yet)
Uses Fortran Type to define a sediment -
sediment properties - boundary conditions
- 3D Field - Operators (diffuse,
erode, advect)
8
Setup
See manual for details
9
Future Modifications
Disclaimer
Sediment Model is untested on realistic
applications.
Modification of Bottom Stress by Surface
Waves Bathymetric Modification - Shoaling Support
for Cohesive Sediments (flocculation, many new,
somewhat arbitrary parameters)
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