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
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| Other platform
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| Programming language
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Fortran77, Fortran90, C
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| Other program language
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| Code optimized
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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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2001
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| Does model development still take place?
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Yes
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| If above answer is no, provide end year model development
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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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Source code availability
(Or provide future intension)
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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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--
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| Typical run time
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--
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In/Output
| Describe input parameters
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A grid with initial elevation. Hydrologic time step and geomorphic time step
Hydrologic paramters: average rainfall intensity, rainall duration, interstorm period, infiltration capacity, porosity, hydraulic conductivity, aquifer depth, specific yield, PET
Geomorphic parameters: baselevel lowering rate, diffusivity for hillslope processes, weathering rate, parameters for erosion and sediment transport model
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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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elevations of all nodes elevation changes of all nodes
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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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No
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| If above answer is yes
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| Other visualization software
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Process
| Describe processes represented by the model
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Hydrologic processes:
Precipitation, infiltration, evapotranspiration, overland flow, saturation-excess runoff, groundwater flow
Geomorphic processes:
Baselevel lowering, weathering, hillslope processes, erosion, sediment transport
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| Describe key physical parameters and equations
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Infiltration capacity, water balance equation
Hydraulic conductivity, 2-D Dupuit groundwater movement equation
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| Describe length scale and resolution constraints
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A grid with 100x100 cells, Typical cells with a resolution of 40x40m
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| Describe time scale and resolution constraints
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Time scale of 10,000 years. Typical time step is 3 hour
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| Describe any numerical limitations and issues
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N/A
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Testing
| Describe available calibration data sets
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The hydrologic model was calibrated using hydrologic measurements of WE-38 watershed in PA
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| Upload calibration data sets if available:
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| Describe available test data sets
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N/A
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| Upload test data sets if available:
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| Describe ideal data for testing
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N/A
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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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| 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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Introduction
History
Papers
Issues
Help
Input Files
Output Files
Download
Source |
