Model:GIPL: Difference between revisions

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|Country=US
|Country=US
|Email address=eejafarov@alaska.edu
|Email address=eejafarov@alaska.edu
}}
}} {{Model identity
{{Model identity
|Model type=Single
|Model type=Single
|Categories=Model domain, Terrestrial
|Categories=Model domain, Terrestrial
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|One-line model description=--
|One-line model description=--
|Extended model description=--
|Extended model description=--
}}
}} {{Model technical information
{{Model technical information
|Supported platforms=Unix, Linux, Windows
|Supported platforms=Unix, Linux, Windows
|Programming language=Fortran90, Matlab
|Programming language=Fortran90, Matlab
Line 31: Line 29:
|IRF interface=No not possible
|IRF interface=No not possible
|Typical run time=it takes less than a minite to run the serial model for one with daily time interval
|Typical run time=it takes less than a minite to run the serial model for one with daily time interval
}}
}} {{Input - Output description
{{Input - Output description
|Describe input parameters=Upper Boundary (Air temperature)
|Describe input parameters=Upper Boundary (Air temperature)
Lower Boundary (Temperature gradient)
Lower Boundary (Temperature gradient)
Line 50: Line 47:
|If above answer is yes=ESRI, Matlab
|If above answer is yes=ESRI, Matlab
|Other visualization software=Matlab, Microsoft Excel (for serial); Matlab, ARCGIS, ncview (for spatial model)
|Other visualization software=Matlab, Microsoft Excel (for serial); Matlab, ARCGIS, ncview (for spatial model)
}}
}} {{Process description model
{{Process description model
|Describe processes represented by the model=Main purpose of the model is to calculate subsurface temperature profile, active layer depth and freeze-up day.
|Describe processes represented by the model=Main purpose of the model is to calculate subsurface temperature profile, active layer depth and freeze-up day.
|Describe key physical parameters and equations=Thermal capacities and conductivities prescribed for each subsurface layer, volumetric water content and unfrozen water coefficients.
|Describe key physical parameters and equations=Thermal capacities and conductivities prescribed for each subsurface layer, volumetric water content and unfrozen water coefficients.
}}
}} {{Model testing
{{Model testing
|Describe available calibration data sets=We have tested the model for different permafrost observation sites for Alaska(USA) and Siberia(Russia). Typically, the model results show good correlation with measured data (if observations are accurate).
|Describe available calibration data sets=We have tested the model for different permafrost observation sites for Alaska(USA) and Siberia(Russia). Typically, the model results show good correlation with measured data (if observations are accurate).
}}
}} {{Users groups model}} {{Documentation model
{{Users groups model}}
{{Documentation model
|Manual model available=No
|Manual model available=No
}}
}} {{Additional comments model}} <!-- PLEASE USE THE &quot;EDIT WITH FORM&quot; BUTTON TO EDIT ABOVE CONTENTS; CONTINUE TO EDIT BELOW THIS LINE -->  
{{Additional comments model}}
<!-- PLEASE USE THE &quot;EDIT WITH FORM&quot; BUTTON TO EDIT ABOVE CONTENTS; CONTINUE TO EDIT BELOW THIS LINE -->
==Introduction==
GIPL(Geophysical Institute Permafrost Laboratory) is an implicit finite difference one-dimensional heat flow numerical model. The model was developed by V.Romanovsky and G. Tipenko at University of Alaska Fairbanks.
The model uses coarse vertical resolution grid which preserves the latent-heat effects in the phase transition zone, even under conditions of rapid or abrupt changes in the
temperature fields.
The air temperature is a driving force for the GIPL upper boundary condition and constant geothermal heat flux at the lower boundary (typically from 500 to 1000 m). The other inputs are precipitation, prescribed water content and thermal properties of the multilayered soil column.
As an output the model produces temperature distributions at different depths, active layer thickness and calculates time of freeze up.
== History ==


== Papers ==
== Introduction ==


== Issues ==
GIPL(Geophysical Institute Permafrost Laboratory) is an implicit finite difference one-dimensional heat flow numerical model. The model was developed by V.Romanovsky and G. Tipenko at University of Alaska Fairbanks. The model uses coarse vertical resolution grid which preserves the latent-heat effects in the phase transition zone, even under conditions of rapid or abrupt changes in the temperature fields. The air temperature is a driving force for the GIPL upper boundary condition and constant geothermal heat flux at the lower boundary (typically from 500 to 1000 m). The other inputs are precipitation, prescribed water content and thermal properties of the multilayered soil column. As an output the model produces temperature distributions at different depths, active layer thickness and calculates time of freeze up.


== Help ==
Environmental Sciences (CIRES) and Department of Geological Sciences at the University of Colorado |Postal address 1=University of Colorado |Postal address 2=Campus Box 399 |Town / City=Boulder |Postal code=80309 |State=Colorado |Country=USA |Email address=gtucker@colorado.edu |Phone=+1 303 492 6985 |Fax=+1 303 492 2606 }} {{Model identity
|Model type=Modular
|Categories=Terrestrial
|Spatial dimensions=3D
|One-line model description=Landscape Evolution Model
|Extended model description=CHILD computes the time evolution of a topographic surface z(x,y,t) by fluvial and hillslope erosion and sediment transport.
}} {{Model technical information
|Supported platforms=Unix, Linux, Mac OS
|Programming language=C++
|Start year development=1997
|Does model development still take place?=Yes
|Model availability=As code, As executable
|Source code availability=Through CSDMS repository
|Program license type=GPL v2
|OpenMI compliant=No but possible
|CCA component=No but possible
|IRF interface=Yes
|Memory requirements=depends on grid size
|Typical run time=minutes to days
}} {{Input - Output description
|Describe input parameters=Topography z(x,y) or parameters describing a topographic surface; rate coefficients; switches for activating options and choosing between alternative transport/erosion formulas. Uses a formatted text file for input of parameters.
|Input format=ASCII
|Describe output parameters=Outputs include grids of surface elevation, drainage area, gradient, stratigraphy, drainage direction, Voronoi cell areas, sediment texture; data on mesh configuration; total landscape volume and change in volume at each storm (time step); list of storm durations, timing, and intensities.
|Output format=ASCII
|Pre-processing software needed?=No
|Post-processing software needed?=Yes
|Describe post-processing software=Yes, An extensive library of Matlab scripts provides visualization and post-processing capabilities. A few scripts also exist for IDL, and it is possible to process the output to generate lists of points for input to ArcGIS.
|Visualization software needed?=Yes
|If above answer is yes=ESRI, IDL, Matlab
}} {{Process description model
|Describe processes represented by the model=Main processes include runoff generation, fluvial erosion and sediment transport, and sediment transport by soil creep.
|Describe key physical parameters and equations=Too many to list here -- see Tucker et al. (2001a), the CHILD Users Guide, and other documents listed in the bibliography.
|Describe length scale and resolution constraints=In principle, the model can address spatial scales ranging from gullies and small (~1km2) catchments to mountain ranges, as long as setup and parameters are chosen appropriately. Resolutions greater than about 10,000 nodes normally require significant computation time.
|Describe time scale and resolution constraints=The steady flow assumption used by most (not all) hydrology sub-models restricts time scale to periods significantly longer than a single storm. The model has been mostly used to address time scales relevant to significant topographic evolution, though in the case of rapidly changing landscapes (e.g., gully networks) this can be as short as decades.
|Describe any numerical limitations and issues=The fluvial sediment transport equations are quasi-diffusive and typically have orders of magnitude spatial variations in rate coefficient (reflecting differences in water discharge), which makes the system of equations stiff and difficult to solve efficiently.
}} {{Model testing
|Describe available calibration data sets=The model has been benchmarked against analytical solutions for simple cases, such as fluvial slope-area scaling and parabolic to parabolic-planar hillslope form under uniform erosion, materials, and climate. Testing and calibration of some of the individual components (e.g., linear and nonlinear soil creep, stream-power fluvial erosion law, etc.) have been reported in the literature (for a review, see Tucker and Hancock, 2009). Testing of the full coupled model using natural experiments (Tucker, 2009) is ongoing.
|Describe available test data sets=(pending)
|Describe ideal data for testing=See Tucker, 2009 (in review)
}} {{Users groups model
|Do you have current or future plans for collaborating with other researchers?=Yes, both.
}} {{Documentation model
|Provide key papers on model if any=Tucker, G.E., Lancaster, S.T., Gasparini, N.M., and Bras, R.L. (2001) The Channel-Hillslope Integrated Landscape Development (CHILD) Model, in Landscape Erosion and Evolution Modeling, edited by R.S. Harmon and W.W. Doe III, Kluwer Academic/Plenum Publishers, pp. 349-388.
|Manual model available=Yes
|Model website if any='''The CSDMS web site''' (this model section)
}} {{Additional comments model
|Comments=Updated manual is forthcoming ...
}} {{Infobox Model
|model name              = CHILD
|developer                = '''Tucker''', Greg
|one-line-description    = Landscape Evolution Model   
|type                    = Model
|source                  = <linkedimage>wikipage=Model:CHILD
tooltip=CHILD Download
img_src=Green1.png</linkedimage> [[Image:IRF compatible.png|18px]]
}} <!-- Edit the part above to update info on other papers -->
 
== Example Spatial Mapping of Active layer depth for Alaska&nbsp;  ==
 
==== Scenario 1: A1B  ====
 
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|}
 
== History  ==
 
== Papers  ==
 
== Issues  ==
 
== Help ==


== Input Files ==
== Input Files ==


== Output Files ==
== Output Files ==


== Download ==
== Download ==


== Source ==
== Source ==

Revision as of 14:29, 25 April 2010

Contact

Name Elchin Jafarov
Type of contact
Institute / Organization Univ. of Alaska Fairbanks
Postal address 1
Postal address 2
Town / City Fairbanks
Postal code 99775
State Alaska
Country US"US" is not in the list (Afghanistan, Albania, Algeria, Andorra, Angola, Antigua and Barbuda, Argentina, Armenia, Australia, Austria, ...) of allowed values for the "Country" property.
Email address eejafarov@alaska.edu
Phone
Fax



GIPL


Metadata

Summary

Also known as
Model type Single
Model part of larger framework
Note on status model
Date note status model

Technical specs

Supported platforms
Unix, Linux, Windows
Other platform
Programming language

Fortran90, Matlab

Other program language
Code optimized Single Processor, Parallel

Computing"Parallel </br>Computing" is not in the list (Single Processor, Multiple Processors) of allowed values for the "Code optimized" property.

Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 2000
Does model development still take place? Yes
If above answer is no, provide end year model development
Code development status
When did you indicate the 'code development status'?
Model availability As executable"As executable" is not in the list (As code, As teaching tool) of allowed values for the "Model availability" property.
Source code availability
(Or provide future intension)
Through owner"Through owner" is not in the list (Through web repository, Through CSDMS repository) of allowed values for the "Source code availability" property.
Source web address
Source csdms web address
Program license type Other
Program license type other
Memory requirements
Typical run time it takes less than a minite to run the serial model for one with daily time interval

In/Output

Describe input parameters Upper Boundary (Air temperature)

Lower Boundary (Temperature gradient) Initial conditions (Temperature distribution at initial time) Thermo-physical properties

Input format ASCII
Other input format
Describe output parameters Temperature distribution with depth

Active Layer Depth Freezing/Thawing day

Output format ASCII
Other output format netcdf, GIS
Pre-processing software needed? Yes
Describe pre-processing software For spatial case one can developed its own pre-processing in order to put the input dataset in the format readable for GIPL.
Post-processing software needed? Yes
Describe post-processing software To generate netcdf or GIS outputs one can write its own converter for that.
Visualization software needed? Yes
If above answer is yes ESRI, Matlab
Other visualization software Matlab, Microsoft Excel (for serial); Matlab, ARCGIS, ncview (for spatial model)

Process

Describe processes represented by the model Main purpose of the model is to calculate subsurface temperature profile, active layer depth and freeze-up day.
Describe key physical parameters and equations Thermal capacities and conductivities prescribed for each subsurface layer, volumetric water content and unfrozen water coefficients.
Describe length scale and resolution constraints
Describe time scale and resolution constraints
Describe any numerical limitations and issues

Testing

Describe available calibration data sets We have tested the model for different permafrost observation sites for Alaska(USA) and Siberia(Russia). Typically, the model results show good correlation with measured data (if observations are accurate).
Upload calibration data sets if available:
Describe available test data sets
Upload test data sets if available:
Describe ideal data for testing

Other

Do you have current or future plans for collaborating with other researchers?
Is there a manual available? No
Upload manual if available:
Model website if any
Model forum / discussion board
Comments


Introduction

GIPL(Geophysical Institute Permafrost Laboratory) is an implicit finite difference one-dimensional heat flow numerical model. The model was developed by V.Romanovsky and G. Tipenko at University of Alaska Fairbanks. The model uses coarse vertical resolution grid which preserves the latent-heat effects in the phase transition zone, even under conditions of rapid or abrupt changes in the temperature fields. The air temperature is a driving force for the GIPL upper boundary condition and constant geothermal heat flux at the lower boundary (typically from 500 to 1000 m). The other inputs are precipitation, prescribed water content and thermal properties of the multilayered soil column. As an output the model produces temperature distributions at different depths, active layer thickness and calculates time of freeze up.

Environmental Sciences (CIRES) and Department of Geological Sciences at the University of Colorado |Postal address 1=University of Colorado |Postal address 2=Campus Box 399 |Town / City=Boulder |Postal code=80309 |State=Colorado |Country=USA |Email address=gtucker@colorado.edu |Phone=+1 303 492 6985 |Fax=+1 303 492 2606 }}


GIPL


Metadata

Summary

Also known as
Model type Modular
Model part of larger framework
Note on status model
Date note status model

Technical specs

Supported platforms
Unix, Linux, Mac OS
Other platform
Programming language

C++

Other program language
Code optimized
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 1997
Does model development still take place? Yes
If above answer is no, provide end year model development
Code development status
When did you indicate the 'code development status'?
Model availability As code, As executable"As executable" is not in the list (As code, As teaching tool) of allowed values for the "Model availability" property.
Source code availability
(Or provide future intension)
Through CSDMS repository
Source web address
Source csdms web address
Program license type GPL v2
Program license type other
Memory requirements depends on grid size
Typical run time minutes to days

In/Output

Describe input parameters Topography z(x,y) or parameters describing a topographic surface; rate coefficients; switches for activating options and choosing between alternative transport/erosion formulas. Uses a formatted text file for input of parameters.
Input format ASCII
Other input format
Describe output parameters Outputs include grids of surface elevation, drainage area, gradient, stratigraphy, drainage direction, Voronoi cell areas, sediment texture; data on mesh configuration; total landscape volume and change in volume at each storm (time step); list of storm durations, timing, and intensities.
Output format ASCII
Other output format
Pre-processing software needed? No
Describe pre-processing software
Post-processing software needed? Yes
Describe post-processing software Yes, An extensive library of Matlab scripts provides visualization and post-processing capabilities. A few scripts also exist for IDL, and it is possible to process the output to generate lists of points for input to ArcGIS.
Visualization software needed? Yes
If above answer is yes ESRI, IDL, Matlab
Other visualization software

Process

Describe processes represented by the model Main processes include runoff generation, fluvial erosion and sediment transport, and sediment transport by soil creep.
Describe key physical parameters and equations Too many to list here -- see Tucker et al. (2001a), the CHILD Users Guide, and other documents listed in the bibliography.
Describe length scale and resolution constraints In principle, the model can address spatial scales ranging from gullies and small (~1km2) catchments to mountain ranges, as long as setup and parameters are chosen appropriately. Resolutions greater than about 10,000 nodes normally require significant computation time.
Describe time scale and resolution constraints The steady flow assumption used by most (not all) hydrology sub-models restricts time scale to periods significantly longer than a single storm. The model has been mostly used to address time scales relevant to significant topographic evolution, though in the case of rapidly changing landscapes (e.g., gully networks) this can be as short as decades.
Describe any numerical limitations and issues The fluvial sediment transport equations are quasi-diffusive and typically have orders of magnitude spatial variations in rate coefficient (reflecting differences in water discharge), which makes the system of equations stiff and difficult to solve efficiently.

Testing

Describe available calibration data sets The model has been benchmarked against analytical solutions for simple cases, such as fluvial slope-area scaling and parabolic to parabolic-planar hillslope form under uniform erosion, materials, and climate. Testing and calibration of some of the individual components (e.g., linear and nonlinear soil creep, stream-power fluvial erosion law, etc.) have been reported in the literature (for a review, see Tucker and Hancock, 2009). Testing of the full coupled model using natural experiments (Tucker, 2009) is ongoing.
Upload calibration data sets if available:
Describe available test data sets (pending)
Upload test data sets if available:
Describe ideal data for testing See Tucker, 2009 (in review)

Other

Do you have current or future plans for collaborating with other researchers? Yes, both.
Is there a manual available? Yes
Upload manual if available:
Model website if any The CSDMS web site (this model section)
Model forum / discussion board
Comments Updated manual is forthcoming ...


Example Spatial Mapping of Active layer depth for Alaska 

Scenario 1: A1B



History

Papers

Issues

Help

Input Files

Output Files

Download

Source