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, Linux, Mac OS, Windows
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Other platform
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Programming language
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Fortran77
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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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1992
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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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1994
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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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Other
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Program license type other
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--
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Memory requirements
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<512Mb
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Typical run time
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Seconds to minutes
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In/Output
Describe input parameters
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Time (s) and space (m) descretisation steps, Wind friction coefficient (dimensionless), Chezy Bed friction coefficient (units?), Wind velocity components in x and y (m/s), Coriolis parameter (1/s), Max number of grid points along x direction, Max number of grid points along y direction, Max number of time steps desired, Number of coastal and open boundary nodes, Dependent variables are saved every dat timesteps, Amplitude of the incident long waves (m), Period of the incident long waves (s), Starting node number of the computation field in the jth row, Ending node number of the computation field in the jth row.
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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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Vertically-integrated flow velocities and water surface elevations as functions of time and two horizontal dimensions
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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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Any software that can read ASCII data
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Process
Describe processes represented by the model
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2D, nonlinear long wave equations
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Describe key physical parameters and equations
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Solves the non-linear, depth-averaged conservation equations, using finite difference scheme of Koutitas (1988)
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Describe length scale and resolution constraints
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--
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Describe time scale and resolution constraints
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--
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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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See Slingerland et al. (1994)
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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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None
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2DFLOWVEL
Introduction
History
Papers
2DFLOWVEL Questionnaire
Contact Information
Model:
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2DFLOWVEL
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Contact person:
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Rudy Slingerland
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Institute:
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Penn State University
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City:
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University Park
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Country:
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USA
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Email:
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sling@geosc.psu.edu
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2nd person involved:
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--
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3rd person involved:
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--
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Model description
Model type:
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Single model for the coastal domain.
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Description:
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2D unsteady nonlinear tidal & wind-driven coastal circulation
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Technical information
Supported platforms:
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Unix, Linux, Mac OS X, Windows
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Programming language:
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Fortran77
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Model development started at:
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1992 and ended in 1994
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To what degree will the model become available:
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Source code will be available
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Current license type:
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--
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Memory requirements:
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<512MB
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Typical run time:
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seconds to hours
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Input / Output description
Input parameters:
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Time (s) and space (m) descretisation steps, Wind friction coefficient (dimensionless), Chezy Bed friction coefficient (units?), Wind velocity components in x and y (m/s), Coriolis parameter (1/s), Max number of grid points along x direction, Max number of grid points along y direction, Max number of time steps desired, Number of coastal and open boundary nodes, Dependent variables are saved every dat timesteps, Amplitude of the incident long waves (m), Period of the incident long waves (s), Starting node number of the computation field in the jth row, Ending node number of the computation field in the jth row.
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Input format:
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ASCII
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Output parameters:
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Vertically-integrated flow velocities and water surface elevations as functions of time and two horizontal dimensions
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Output format:
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ASCII
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Post-processing software (if needed):
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no
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Visualization software (if needed):
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Yes, any software that can read ASCII data
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Process description
Processes represented by model:
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2D, nonlinear long wave equations
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Key physical parameters & equations:
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Solves the non-linear, depth-averaged conservation equations, using finite difference scheme of Koutitas (1988)
|
Length scale & resolution constraints:
|
--
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Time scale & resolution constraints:
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--
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Numerical limitations and issues :
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--
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Testing
Available calibration data sets:
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See Slingerland et al. (1994)
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Available test data sets:
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--
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Ideal data for testing:
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--
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User groups
Currently or plans for collaborating with:
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None
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Documentation
Key papers of the model:
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Slingerland, R.L., K. Furlong and J. Harbaugh, 1994. Simulating Clastic Sedimentary Basins/Physical Fundamentals and Computing Procedures , Prentice Hall, Englewood Clifss, NJ:219 pp.
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Is there a manual available:
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no
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Model website if any:
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ftp://ftp.geosc.psu.edu/sling/SimSedBasinsBook/
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Issues
Help
Input Files
Output Files
Download
Template:Download Model
Source
Template:Source Model
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