Model:CSt ASMITA: Difference between revisions

From CSDMS
m (added category)
m (Text replacement - "{{End headertab}}" to "{{End headertab}} {{{{PAGENAME}}_autokeywords}}")
 
(23 intermediate revisions by 2 users not shown)
Line 1: Line 1:
{{Infobox Model
{{Model identity
|model name              = Cst ASMITA
|Model type=Modular
|developer                = '''Niedoroda''', Alan
|one-line-description    = Aggregate scale morphodynamic model of integrated coastal systems 
|type                     = Model
|source                  = [[image:Red1.png]]
}}
}}
<!-- Edit the part above to update info on other papers -->
{{Model identity2
 
|ModelDomain=Coastal, Marine
== Cst ASMITA ==
|One-line model description=Aggregate scale morphodynamic model of integrated coastal systems
__TOC__
|Extended model description=A length-, and time-averaged representation of coastal system elements including the inner shelf, shoreface, surfzone, inlet, inlet shoals, and estuary channels and tidal flats. The multi-line nature of the morphodynamic model allows it to represent large-scale sediment transport processes with a combination time-average physics empirical relationships. A major use is to represent the interactions between system components to develop with changes in large scale forcing such as accelerated sea level rise, changes in river sediment input (ie. dams), changes in estuary tide prisms (ie. dikes) and the like.
 
}}
===Introduction===
{{Start model keyword table}}
 
{{Model keywords
=== History ===
|Model keywords=coastal morphdynamics
 
}}
=== Papers ===
{{Model keywords
 
|Model keywords=sediment transport
=== Cst ASMITA Questionnaire ===
}}
 
{{End a table}}
==== Contact Information ====
{{Modeler information
{| class="wikitable"
|First name=Alan
| class="model_col1"| Model:
|Last name=Niedoroda
| class="model_col2"| CSt_ASMITA
|Type of contact=Model developer
|-
|Institute / Organization=URS Corporation-Tallahassee Office
| class="model_col1"| Contact person:
|Postal address 1=1625 Summit Lake Drive
| class="model_col2"| Alan Niedoroda (Model developer)
|Town / City=Tallahassee
|-
|Postal code=32317
| class="model_col1"| Institute:
|State=Florida
| class="model_col2"| URS Corporation-Tallahassee Office
|Country=United States
|-
|Email address=alan_niedoroda@urscorp.com
| class="model_col1"| City:
|Phone=850 402 6349
| class="model_col2"| Tallahassee, Florida
}}
|-
{{Additional modeler information
| class="model_col1"| Country:
|Additional first name=Marcel
| class="model_col2"| USA
|Additional last name=Stive
|-
|Additional type of contact=Model developer
| class="model_col1"| Email:
|Additional institute / Organization=Delft Univeristy of Technology
| class="model_col2"| alan_niedoroda@urscorp.com
|Additional town / City=Delft
|-
|Additional state=NO STATE
| class="model_col1"| 2nd person involved:
|Additional country= Netherlands
| class="model_col2"| Marcel Stive (Model developer)
}}
|-
{{Additional modeler information
| class="model_col1"| 3rd person involved:
|Additional first name=Z.B.
| class="model_col2"| Z.B. Wang (Model developer)
|Additional last name=Wang
|-
|Additional type of contact=Model developer
|}
}}
 
{{Model technical information
==== Model Description ====
|Supported platforms=Windows
 
|Programming language=Fortran77
{| class="wikitable" 
|Code optimized=Single Processor
| class="model_col1"| Model type:
|Start year development=2000
| class="model_col2"| Model for the coastal and marine domain.
|Does model development still take place?=No
|-
|Model availability=As code, As teaching tool
| class="model_col1"| Description:
|Program license type=GPL v2
| class="model_col2"| A length-, and time-averaged representation of coastal system elements including the inner shelf, shoreface, surfzone, inlet, inlet shoals, and estuary channels and tidal flats. The multi-line nature of the morphodynamic model allows it to represent large-scale sediment transport processes with a combination time-average physics empirical relationships. A major use is to represent the interactions between system components to develop with changes in large scale forcing such as accelerated sea level rise, changes in river sediment input (ie. dams), changes in estuary tide prisms (ie. dikes) and the like.
|Memory requirements=Ordinary PC or laptop
|-
|Typical run time=Minutes
|}
}}
 
{{Input - Output description
==== Technical information ====
|Describe input parameters=Parameters:
 
{| class="wikitable" 
| class="model_col1"| Supported platforms:
| class="model_col2"| Windows
|-
| class="model_col1"| Programming language:
| class="model_col2"| Fortran77
|-
| class="model_col1"| Model development started at:
| class="model_col2"| 2000 and development still takes place.
|-
| class="model_col1"| To what degree will the model become available:
| class="model_col2"| The model is available as source code, teaching tool and as executable (Well documented code is meant to be read by users)
|-
| class="model_col1"| Current license type:
| class="model_col2"| GPLv2
|-
| class="model_col1"| Memory requirements:
| class="model_col2"| Ordinary PC or laptop
|-
| class="model_col1"| Typical run time:
| class="model_col2"| minutes
|}
 
==== Input / Output description ====
 
{| class="wikitable"
| class="model_col1"| Input parameters:
| class="model_col2"|
*A(I,J) - Angle between flow and grid coordinates {SG}
*A(I,J) - Angle between flow and grid coordinates {SG}
*Ab(I) - Breaker angle {2}
*Ab(I) - Breaker angle {2}
Line 126: Line 93:
*YSHORE(I) - Y-coord. of the continuous shoreline {SG}
*YSHORE(I) - Y-coord. of the continuous shoreline {SG}
*YOFF(I,iTime) - offset between the surf-zone cell center and the continuous shoreline (can be positive or negative){SG}
*YOFF(I,iTime) - offset between the surf-zone cell center and the continuous shoreline (can be positive or negative){SG}
|-
|Input format=ASCII
| class="model_col1"| Input format:
|Describe output parameters=time-histories of shoreline positions on a sub-grid scale and the water depths over the gridded portion of the model. Time histories of the inlet cross-section and the areas of bar, channels and tidal flats in the estuary
| class="model_col2"| ASCII
|Output format=ASCII
|-
|Pre-processing software needed?=No
| class="model_col1"| Output parameters:
|Post-processing software needed?=No
| class="model_col2"| time-histories of shoreline positions on a sub-grid scale and the water depths over the gridded portion of the model. Time histories of the inlet cross-section and the areas of bar, channels and tidal flats in the estuary
|Visualization software needed?=No
|-
}}
| class="model_col1"| Output format:
{{Process description model
| class="model_col2"| ASCII
|Describe processes represented by the model=Time- and length-averaged sediment transport in shelf, shoreface and surf zone environments combined with morphodynamic-driven sediment flux through inlet, along ebb tide delta and with the bay or estuar.
|-
|Describe key physical parameters and equations=These are described in the extensive comments within the fortran program.
| class="model_col1"| Post-processing software (if needed):
|Describe length scale and resolution constraints=Typical applications involve coastal systems tens to hundreds of kilometers in extent. Very useful when there are many components in the coastal system. Although the gridded portion of the model usually use delta x and y values on the order of 100s of meters there is a sub-grid scale representation of the shoreline position with resolution of meters.
| class="model_col2"| User defined
|Describe time scale and resolution constraints=Averaging time is on the order of annual averages so that individual storm events are not represented. Problems usually are scaled for years, to decades all the way up to millenia.
|-
|Describe any numerical limitations and issues=Probably more than we know but none come to mind.
| class="model_col1"| Visualization software (if needed):
}}
| class="model_col2"| No
{{Model testing
|}
|Describe available calibration data sets=Like most morphodynamical models the user is to supply long-term coastal change data from measured data.
 
|Describe available test data sets=Several papers have been published that can be used in comparison tests (simply Google Niedoroda)
==== Process description ====
|Describe ideal data for testing=User supplied time history of shoreline and depth changes over time with supporting long records of short-term wave and current measurements.
 
}}
{| class="wikitable"
{{Users groups model
| class="model_col1"| Processes represented by model:
|Do you have current or future plans for collaborating with other researchers?=This model continues to evolve. The users are encouraged to replace subroutine with very simplified representations of physics (eg. wave refraction and shoaling) with superior codes. They are requested to pass these back to the authors for inclusion in the new version. Similar requests are made of those using the model for interesting teaching situations.
| class="model_col2"| Time- and length-averaged sediment transport in shelf, shoreface and surf zone environments combined with morphodynamic-driven sediment flux through inlet, along ebb tide delta and with the bay or estuar.
|-
| class="model_col1"| Key physical parameters & equations:
| class="model_col2"| These are described in the extensive comments within the fortran program.
|-
| class="model_col1"| Length scale & resolution constraints:
| class="model_col2"| Typical applications involve coastal systems tens to hundreds of kilometers in extent. Very useful when there are many components in the coastal system. Although the gridded portion of the model usually use delta x and y values on the order of 100s of meters there is a sub-grid scale representation of the shoreline position with resolution of meters.
|-
| class="model_col1"| Time scale & resolution constraints:
| class="model_col2"| Averaging time is on the order of annual averages so that individual storm events are not represented. Problems usually are scaled for years, to decades all the way up to millenia.
|-
| class="model_col1"| Numerical limitations and issues :
| class="model_col2"| Probably more than we know but none come to mind.
|}
 
==== Testing ====
 
{| class="wikitable"
| class="model_col1"| Available calibration data sets:
| class="model_col2"| Like most morphodynamical models the user is to supply long-term coastal change data from measured data.
|-
| class="model_col1"| Available test data sets:
| class="model_col2"| Several papers have been published that can be used in comparison tests (simply Google Niedoroda)
|-
| class="model_col1"| Ideal data for testing:
| class="model_col2"| User supplied time history of shoreline and depth changes over time with supporting long records of short-term wave and current measurements.
|}
 
==== User groups ====


{| class="wikitable"
| class="model_col1"| Currently or plans for collaborating with:
| class="model_col2"| This model continues to evolve. The users are encouraged to replace subroutine with very simplified representations of physics (eg. wave refraction and shoaling) with superior codes.  They are requested to pass these back to the authors for inclusion in the new version. Similar requests are made of those using the model for interesting teaching situations.
This model will form a basis of the SL-PR model now funded for development and use with coastal response to sea level rise problems.
This model will form a basis of the SL-PR model now funded for development and use with coastal response to sea level rise problems.
|}
}}
{{Documentation model
|Provide key papers on model if any=Key Papers:
*'''Niedoroda, A. W., C. W. Reed, H. Das, J. Koch, J. Donoghue, Z. Wang and M. Stive. Modeling Large-scale Morphodynamics of Complex Coastal Systems. Coastal Sediments ’03, ASCE, 5th International Symposium on Coastal Engineering and Science of Coastal Sediment Processes  Clearwater, Florida. (2003): 14 pps.'''


==== Documentation ====
*'''Niedoroda, A. W., C. W. Reed, M. Stive and P. Cowell. Numerical Simulations of Coastal-tract Morphodynamics. Coastal Dynamics 2001, ASCE 4th Conference on Coastal Dynamics  (2001): 403-412.'''


{| class="wikitable"
*'''Niedoroda A., C. W. Reed, D. J. Swift, H. Arato and K. Hoyanagi. Modeling Shore-normal Large-scale Coastal Evolution. Marine Geology. 126 (1995): 181-199.19.'''
| class="model_col1"| Key papers of the model:
| class="model_col2"|
*Niedoroda, A. W., C. W. Reed, H. Das, J. Koch, J. Donoghue, Z. Wang and M. Stive.  “Modeling Large-scale Morphodynamics of Complex Coastal Systems”. Coastal Sediments ’03, ASCE, 5th International Symposium on Coastal Engineering and Science of Coastal Sediment Processes  Clearwater, Florida. (2003): 14 pps.
*Niedoroda, A. W., C. W. Reed, M. Stive and P. Cowell.  “Numerical Simulations of Coastal-tract Morphodynamics.”  Coastal Dynamics 2001, ASCE 4th Conference on Coastal Dynamics  (2001): 403-412.
*Niedoroda A., C. W. Reed, D. J. Swift, H. Arato and K. Hoyanagi. “Modeling Shore-normal Large-scale Coastal Evolution.” Marine Geology. 126 (1995): 181-199.19.
*Niedoroda, A. W., Reed, C. W., Das, H., Fagherazzi, S., Donoghue, J., and Cattaneo, A.  “Analysis of a Large-scale Depositional Clinoformal Wedge along the Italian Adriatic coast.”  Marine Geology  222-223 (2005): 179-192.
*Cowell, P., M. Stive, A. W. Niedoroda, H. de Vriend, D. J. Swift, G. Kaminsky and M. Capobianco.  “The Coastal-tract (Part 1): A Conceptual Approach to Aggregated Modeling of Low-order Coastal Change.”  J. Coastal Res. 19.4 (2003): 812-827.
*Cowell, P, M. Stive, A. W. Niedoroda, D. J. Swift, H. de Vriend, M. Buijsman, R. Nicholls, P. Roy, G. Kaminsky, J. Cleveringa, C. W. Reed and P. de Boer. “The Coastal-tract (Part 2): Applications of Aggregated Modeling of Lower-order Coastal Change”. J. Coastal Res.  19.4 (2003): 828-848.
|-
| class="model_col1"| Is there a manual available:
| class="model_col2"| no
|-
| class="model_col1"| Model website if any:
| class="model_col2"| --
|}


==== Additional comments ====
*'''Niedoroda, A. W., Reed, C. W., Das, H., Fagherazzi, S., Donoghue, J., and Cattaneo, A. Analysis of a Large-scale Depositional Clinoformal Wedge along the Italian Adriatic coast. Marine Geology  222-223 (2005): 179-192.'''


{| class="wikitable"
*'''Cowell, P., M. Stive, A. W. Niedoroda, H. de Vriend, D. J. Swift, G. Kaminsky and M. Capobianco. The Coastal-tract (Part 1): A Conceptual Approach to Aggregated Modeling of Low-order Coastal Change. J. Coastal Res. 19.4 (2003): 812-827.'''
| class="model_col1"| Comments:
| class="model_col2"| This model is actively under development as of the spring of 2009.
|}


* '''Cowell, P, M. Stive, A. W. Niedoroda, D. J. Swift, H. de Vriend, M. Buijsman, R. Nicholls, P. Roy, G. Kaminsky, J. Cleveringa, C. W. Reed and P. de Boer. “The Coastal-tract (Part 2): Applications of Aggregated Modeling of Lower-order Coastal Change”. J. Coastal Res.  19.4 (2003): 828-848.'''
|Manual model available=No
}}
{{Additional comments model
|Comments=This model is actively under development as of the spring of 2009.
}}
{{CSDMS staff part
|OpenMI compliant=No but possible
|CCA component=No but possible
|IRF interface=No but possible
|CMT component=No but possible
}}
{{Start coupled table}}
{{End a table}}
{{End headertab}}
{{{{PAGENAME}}_autokeywords}}


{{NOINDEX}}
<!-- Edit the part above to update info on other papers -->


=== Issues ===
==Introduction==


=== Help ===
== History ==


=== Input Files ===
== References  ==
<br>{{AddReferenceUploadButtons}}<br><br>
{{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br>
{{Include_featured_references_models_cargo}}<br>


=== Output Files ===
== Issues ==


=== Download ===
== Help ==
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}}


=== Source ===
== Input Files ==


== Output Files ==


== Download ==


[[Category:Coastal]]
[[Category:Source code not available]]
[[Category:Marine]]

Latest revision as of 20:15, 16 September 2020



CSt ASMITA


Metadata

Also known as
Model type Modular
Model part of larger framework
Note on status model
Date note status model
Spatial dimensions
Spatial extent
Model domain Coastal, Marine
One-line model description Aggregate scale morphodynamic model of integrated coastal systems
Extended model description A length-, and time-averaged representation of coastal system elements including the inner shelf, shoreface, surfzone, inlet, inlet shoals, and estuary channels and tidal flats. The multi-line nature of the morphodynamic model allows it to represent large-scale sediment transport processes with a combination time-average physics empirical relationships. A major use is to represent the interactions between system components to develop with changes in large scale forcing such as accelerated sea level rise, changes in river sediment input (ie. dams), changes in estuary tide prisms (ie. dikes) and the like.
Keywords:

coastal morphdynamics, sediment transport,

Name Alan Niedoroda
Type of contact Model developer
Institute / Organization URS Corporation-Tallahassee Office
Postal address 1 1625 Summit Lake Drive
Postal address 2
Town / City Tallahassee
Postal code 32317
State Florida
Country United States
Email address alan_niedoroda@urscorp.com
Phone 850 402 6349
Fax


Name Marcel Stive
Type of contact Model developer
Institute / Organization Delft Univeristy of Technology
Postal address 1
Postal address 2
Town / City Delft
Postal code
State NO STATE
Country Netherlands
Email address
Phone
Fax


Name Z.B. Wang
Type of contact Model developer
Institute / Organization
Postal address 1
Postal address 2
Town / City
Postal code
State
Country
Email address
Phone
Fax


Supported platforms
Windows
Other platform
Programming language

Fortran77

Other program language
Code optimized Single Processor
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 2000
Does model development still take place? No
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 teaching tool
Source code availability
(Or provide future intension)
Source web address
Source csdms web address
Program license type GPL v2
Program license type other
Memory requirements Ordinary PC or laptop
Typical run time Minutes


Describe input parameters Parameters:
  • A(I,J) - Angle between flow and grid coordinates {SG}
  • Ab(I) - Breaker angle {2}
  • ACENT - Angle of wave climate central tendency (0 is for crests parallel to the lower boundary)
  • ASTORM - Angle of dominant waves
  • Aw(I,J) - Angle between wave propagation & onshore direction {2}
  • Beta - Scales the exponent in the wave-drift
  • CK - Coef.scales rate of gravity-driven upper shoreface sed flux (3)
  • DELTAX - Longshore grid cell dimension (SG)
  • DELTAY - Cross-shore grid cell dimension (SG)
  • DC(I,J) - Cross-shore diff. coef.in flow coords.{1}
  • DCyyy - Controls the slope of the cross-shore diffusion coef. when it is *computed from a linear eqn.
  • DCzero - The offset in the above relationship
  • DCmax - Max. Limit for the cross-shore diff. coef.
  • DL(I,J) - Longshore diff. coef.in flow coords. {1}
  • DLyyy - Slope of the longshore diff. coef.
  • DLzero - Offset of the above.
  • DLmax - Max. Limit for the long-shore diff. coef.
  • DT - Time step in years
  • EDFACT - Controls relative converge/divergence of waves due to refraction (should mimic RFACT)
  • GFACT - Factor for the K(Cn)/(delrho)ga in the ls transp.eqn.
  • H(I,J,iTime) - Depths in grid, fill index in surf-zone cells {SG}
  • Hmax - Max.(ie. most negative) depth in the surf zone cell (SG)
  • Hmin - Min. depth in the surf zone cell (SG)
  • IMAX - Number of grid cells in the shore parallel direction(SG)
  • JMAX - Number of grid cells in the cross-shore direction(SG)
  • JSHORE(I) - Most landward ocean cell - surf-zone cell(SG)
  • K1 - Scales the diff. sed. transport
  • MFACT - Scales the wave-energy density of general wave climate
  • NFACT - Scales the wave-energy density of the dominant waves
  • PORE - Sediment porosity
  • SANGLE(I) - - Tangent angle along the shoreline {SG}
  • Scr - The critical slope of the upper shoreface cell (JSHORE-1)
  • SHOAL(I) - Relative convergence/div of wave-energy density due to refraction
  • RFACT - Contols the relative ray-bending due to refraction
  • Wo - Scales the wave-drift sed. trans.
  • XSHORE(I) - X-coord. of the continuous shoreline {SG}
  • YSHORE(I) - Y-coord. of the continuous shoreline {SG}
  • YOFF(I,iTime) - offset between the surf-zone cell center and the continuous shoreline (can be positive or negative){SG}
Input format ASCII
Other input format
Describe output parameters time-histories of shoreline positions on a sub-grid scale and the water depths over the gridded portion of the model. Time histories of the inlet cross-section and the areas of bar, channels and tidal flats in the estuary
Output format ASCII
Other output format
Pre-processing software needed? No
Describe pre-processing software
Post-processing software needed? No
Describe post-processing software
Visualization software needed? No
If above answer is yes
Other visualization software


Describe processes represented by the model Time- and length-averaged sediment transport in shelf, shoreface and surf zone environments combined with morphodynamic-driven sediment flux through inlet, along ebb tide delta and with the bay or estuar.
Describe key physical parameters and equations These are described in the extensive comments within the fortran program.
Describe length scale and resolution constraints Typical applications involve coastal systems tens to hundreds of kilometers in extent. Very useful when there are many components in the coastal system. Although the gridded portion of the model usually use delta x and y values on the order of 100s of meters there is a sub-grid scale representation of the shoreline position with resolution of meters.
Describe time scale and resolution constraints Averaging time is on the order of annual averages so that individual storm events are not represented. Problems usually are scaled for years, to decades all the way up to millenia.
Describe any numerical limitations and issues Probably more than we know but none come to mind.


Describe available calibration data sets Like most morphodynamical models the user is to supply long-term coastal change data from measured data.
Upload calibration data sets if available:
Describe available test data sets Several papers have been published that can be used in comparison tests (simply Google Niedoroda)
Upload test data sets if available:
Describe ideal data for testing User supplied time history of shoreline and depth changes over time with supporting long records of short-term wave and current measurements.


Do you have current or future plans for collaborating with other researchers? This model continues to evolve. The users are encouraged to replace subroutine with very simplified representations of physics (eg. wave refraction and shoaling) with superior codes. They are requested to pass these back to the authors for inclusion in the new version. Similar requests are made of those using the model for interesting teaching situations.

This model will form a basis of the SL-PR model now funded for development and use with coastal response to sea level rise problems.

Is there a manual available? No
Upload manual if available:
Model website if any
Model forum / discussion board
Comments This model is actively under development as of the spring of 2009.


This part will be filled out by CSDMS staff

OpenMI compliant No but possible
BMI compliant No but possible
WMT component No but possible
PyMT component
Is this a data component
Can be coupled with:
Model info
Authors
Alan Niedoroda
Stive, Wang
Source code
Model citations
Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0
QR-code
Qrcode CSt ASMITA.png
Link to this page
Other models by author

Template:CSt ASMITA autokeywords


Introduction

History

References



Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0


See more publications of CSt ASMITA

Issues

Help

Input Files

Output Files

Download

Retrieved from "https://csdms.colorado.edu/csdms_wiki/index.php?title=Model:CSt_ASMITA&oldid=299814"