Summary
| Also known as
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| Model type
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Single
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| Model part of larger framework
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| Note on status model
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| Date note status model
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Technical specs
| Supported platforms
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Unix, Windows
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| Other platform
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| Programming language
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Fortran90
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| Other program language
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| Code optimized
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Single Processor
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| Multiple processors implemented
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| Nr of distributed processors
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| Nr of shared processors
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| Start year development
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2008
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| Does model development still take place?
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No
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| If above answer is no, provide end year model development
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2009
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| Code development status
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| When did you indicate the 'code development status'?
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| Model availability
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As code
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Source code availability
(Or provide future intension)
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Through CSDMS repository
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| Source web address
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| Source csdms web address
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| Program license type
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GPL v2
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| Program license type other
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| Memory requirements
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--
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| Typical run time
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1 day
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In/Output
| Describe input parameters
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Initial bottom configuration, wind and tide characteristics, sea level rise rate, water column sediment concentration at the boundary.
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| Input format
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ASCII
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| Other input format
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| Describe output parameters
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Bottom configuration at each time step.
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| Output format
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ASCII
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| Other output format
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| Pre-processing software needed?
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No
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| Describe pre-processing software
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| Post-processing software needed?
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No
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| Describe post-processing software
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| Visualization software needed?
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Yes
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| If above answer is yes
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| Other visualization software
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gnuplot (facultative)
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Process
| Describe processes represented by the model
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Wind waves are computed by wave action propagation, tidal current are computed with a quasi static approximation. Bottom shaer stress, computed from a combination ot the two, induces bottom erosion. Suspended sediment are advected / diffused by tidal current, and eventually sedimented back. A different erosional process are used where waves break on a vertical obstacle (the vertical scarp at the marsh boundary). Vegetation is computed as a function of the ground elevation respect to the mean tidal level. Vegetation change bottom erodability and the sediment trapping.
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| Describe key physical parameters and equations
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In each cell and at each time step the following are computed: bottom elevation, above-ground vegetation, water level, wave height, tidal current velocity, bottom shear stress, and suspended sediment concentration.
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| Describe length scale and resolution constraints
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Transect length about 500 m
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| Describe time scale and resolution constraints
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Time resolution 30 min, simualtion length about 100 years.
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| Describe any numerical limitations and issues
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--
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Testing
| Describe available calibration data sets
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--
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| Upload calibration data sets if available:
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| Describe available test data sets
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--
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| Upload test data sets if available:
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| Describe ideal data for testing
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--
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Other
| Do you have current or future plans for collaborating with other researchers?
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--
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| Is there a manual available?
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No
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| Upload manual if available:
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| Model website if any
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| Model forum / discussion board
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| Comments
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a routine is needed to solve a sparse linear system of equations. I have used nspcg
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Introduction
History
Papers
Issues
Help
Input Files
Output Files
Download
Template:Download Model
Source |
