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| {{Infobox Model | | {{Model identity |
| |model name = GENESIS | | |Model type=Modular |
| |developer = '''Gravens''', Mark
| |
| |one-line-description = GENEralized model for SImulating Shoreline change
| |
| |type = Model
| |
| |source = <linkedimage>wikipage=Avulsion_Download
| |
| tooltip=Download Avulsion
| |
| img_src=Green1.png</linkedimage>
| |
| }} | | }} |
| <!-- Edit the part above to update info on other papers -->
| | {{Model identity2 |
| | |ModelDomain=Coastal |
| | |One-line model description=GENEralized model for SImulating Shoreline change |
| | |Extended model description=GENESIS calculates shoreline change produced by statial and temporal differences in longshore sand transport produced by breaking waves. The shoreline evolution portion of the numerical modeling system is based on one-line shoreline change theory, which assumes that the beach profile shape remains unchanged, allowing shoreline change to be described uniquely in terms of the translation of a single point (for example, Mean High Water shoreline) on the profile. |
| | }} |
| | {{Start model keyword table}} |
| | {{Model keywords |
| | |Model keywords=shoreline evolution |
| | }} |
| | {{Model keywords |
| | |Model keywords=coastal sediment transport |
| | }} |
| | {{End a table}} |
| | {{Modeler information |
| | |First name=Mark |
| | |Last name=Gravens |
| | |Type of contact=Model developer |
| | |Institute / Organization=US Army Corps of Engineers |
| | |Postal address 1=3909 Halls Ferry Road |
| | |Town / City=Vicksburg |
| | |Postal code=39180 |
| | |State=Mississippi |
| | |Country=United States |
| | |Email address=Mark.B.Gravens@erdc.usace.army.mil |
| | |Phone=601-634-3809 |
| | |Fax=601-634-4314 |
| | }} |
| | {{Model technical information |
| | |Supported platforms=Windows |
| | |Programming language=Fortran77 |
| | |Code optimized=Single Processor |
| | |Start year development=1985 |
| | |Does model development still take place?=Yes |
| | |Program license type=Other |
| | |Program license type other=Commercial |
| | |Memory requirements=Typical |
| | |Typical run time=Minutes to hours |
| | }} |
| | {{Input - Output description |
| | |Describe input parameters=Shoreline position, time series of offshore wave height, period, and direction. Coastal structures and their physical attributes. Optionally, nearshore wave information from an external wave model. |
| | |Input format=ASCII, Binary |
| | |Describe output parameters=Shoreline position, breaking wave information, estimated longshore sand transport rates. |
| | |Output format=ASCII, Binary |
| | |Pre-processing software needed?=No |
| | |Post-processing software needed?=Yes |
| | |Visualization software needed?=Yes |
| | |Other visualization software=any software able to visualize gridded data (RiverTools / 3DEM) |
| | }} |
| | {{Process description model |
| | |Describe processes represented by the model=GENESIS was designed to describe long-term trends of the beach plan shape in the course of its approach to an equilibrium form. The shoreline change model best calculates shoreline movement in transition from one equilibrium state to another. This change is usually caused by a notable pertubation, for example, jetty construction at a harbor or inlet, or placement of beach nourishment material. |
| | |Describe key physical parameters and equations=Breaking wave conditions are estimated from input wave information using linear wave theory. Longshore sand transport rates are estimated using a modified version of the CERC equation and the equation governing shoreline change is formulated by conservation of sand volume. |
| | |Describe length scale and resolution constraints=The longshore extent of the modeled reach can range from less than 1 mile to 10's of miles. |
| | |Describe time scale and resolution constraints=GENESIS is a long-term shoreline evolution model and is best applied to estimate shoreline change over time periods of 1 year to 10's of years. |
| | |Describe any numerical limitations and issues=Does not consider influence of cross-shore sand transport, not intended for short-term storm-induced shoreline change. No wave reflection from structures. No direct provision for changing tide level. |
| | }} |
| | {{Model testing |
| | |Describe available calibration data sets=No specific calibration data sets available. GENESIS has enjoyed many practical applications within the engineering and scientific community, results routinely published in proceedings of coastal conferences. |
| | |Describe available test data sets= |
| | |Describe ideal data for testing= |
| | }} |
| | {{Users groups model |
| | |Do you have current or future plans for collaborating with other researchers?=-- |
| | }} |
| | {{Documentation model |
| | |Provide key papers on model if any=Key Papers: |
| | * '''Hans Hanson and Nicholas C.Kraus, 1989. GENESIS: Generalized Model for Simulating Shoreline Change: Report 1 Technical Reference. Technical Report CERC-89-19. ''' |
|
| |
|
| == ADI-2D == | | * '''Mark B.Gravens, Nicholas C.Kraus, and Hans Hanson, 1991. GENESIS: Generalized Model for Simulating Shoreline Change: Report 2 Workbook and System User's Manual. Technical Report CERC-89-19. ''' |
| __TOC__
| | |Manual model available=Yes |
| ===Introduction=== | | |Model website if any=http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;34 |
| | }} |
| | {{Additional comments model}} |
| | {{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}} |
|
| |
|
| === History ===
| | {{NOINDEX}} |
| | | <!-- Edit the part above to update info on other papers --> |
| === Papers ===
| |
| | |
| === ADI-2D Questionnaire ===
| |
| | |
| ==== Contact Information ====
| |
| | |
| {| class="wikitable" | |
| | class="model_col1"| Model:
| |
| | class="model_col2"| GENESIS
| |
| |-
| |
| | class="model_col1"| Contact person:
| |
| | class="model_col2"| Mark Gravens (model developer)
| |
| |-
| |
| | class="model_col1"| Institute:
| |
| | class="model_col2"| US Army Corps of Engineers
| |
| |-
| |
| | class="model_col1"| City:
| |
| | class="model_col2"| Vicksburg, Mississippi
| |
| |-
| |
| | class="model_col1"| Country:
| |
| | class="model_col2"| USA
| |
| |-
| |
| | class="model_col1"| Email:
| |
| | class="model_col2"| Mark.B.Gravens@erdc.usace.army.mil
| |
| |-
| |
| | class="model_col1"| 2nd person involved:
| |
| | class="model_col2"| --
| |
| |-
| |
| | class="model_col1"| 3rd person involved:
| |
| | class="model_col2"| --
| |
| |-
| |
| |}
| |
| | |
| ==== Model Description ====
| |
| | |
| {| class="wikitable" | |
| | class="model_col1"| Model type:
| |
| | class="model_col2"| Modular model for the coastal domain.
| |
| |-
| |
| | class="model_col1"| Description:
| |
| | class="model_col2"| GENESIS calculates shoreline change produced by statial and temporal differences in longshore sand transport produced by breaking waves. The shoreline evolution portion of the numerical modeling system is based on one-line shoreline change theory, which assumes that the beach profile shape remains unchanged, allowing shoreline change to be described uniquely in terms of the translation of a single point (for example, Mean High Water shoreline) on the profile.
| |
| |-
| |
| |}
| |
| | |
| ==== Technical information ====
| |
| | |
| {| 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"| 1985 and development still takes place.
| |
| |-
| |
| | class="model_col1"| To what degree will the model become available:
| |
| | class="model_col2"| Executable
| |
| |-
| |
| | class="model_col1"| Current license type:
| |
| | class="model_col2"| commercial
| |
| |-
| |
| | class="model_col1"| Memory requirements:
| |
| | class="model_col2"| typical
| |
| |-
| |
| | class="model_col1"| Typical run time:
| |
| | class="model_col2"| minutes to hours
| |
| |}
| |
| | |
| ==== Input / Output description ====
| |
| | |
| {| class="wikitable"
| |
| | class="model_col1"| Input parameters:
| |
| | class="model_col2"| Shoreline position, time series of offshore wave height, period, and direction. Coastal structures and their physical attributes. Optionally, nearshore wave information from an external wave model.
| |
| |-
| |
| | class="model_col1"| Input format:
| |
| | class="model_col2"| ASCII, Binary
| |
| |-
| |
| | class="model_col1"| Output parameters:
| |
| | class="model_col2"| Shoreline position, breaking wave information, estimated longshore sand transport rates.
| |
| |-
| |
| | class="model_col1"| Output format:
| |
| | class="model_col2"| ASCII, Binary
| |
| |-
| |
| | class="model_col1"| Post-processing software (if needed):
| |
| | class="model_col2"| Yes
| |
| |-
| |
| | class="model_col1"| Visualization software (if needed):
| |
| | class="model_col2"| Yes, any software able to visualize gridded data (RiverTools / 3DEM)
| |
| |}
| |
| | |
| ==== Process description ====
| |
| | |
| {| class="wikitable"
| |
| | class="model_col1"| Processes represented by model:
| |
| | class="model_col2"| GENESIS was designed to describe long-term trends of the beach plan shape in the course of its approach to an equilibrium form. The shoreline change model best calculates shoreline movement in transition from one equilibrium state to another. This change is usually caused by a notable pertubation, for example, jetty construction at a harbor or inlet, or placement of beach nourishment material.
| |
| |-
| |
| | class="model_col1"| Key physical parameters & equations:
| |
| | class="model_col2"| Breaking wave conditions are estimated from input wave information using linear wave theory. Longshore sand transport rates are estimated using a modified version of the CERC equation and the equation governing shoreline change is formulated by conservation of sand volume.
| |
| |-
| |
| | class="model_col1"| Length scale & resolution constraints:
| |
| | class="model_col2"| The longshore extent of the modeled reach can range from less than 1 mile to 10's of miles.
| |
| |-
| |
| | class="model_col1"| Time scale & resolution constraints:
| |
| | class="model_col2"| GENESIS is a long-term shoreline evolution model and is best applied to estimate shoreline change over time periods of 1 year to 10's of years.
| |
| |-
| |
| | class="model_col1"| Numerical limitations and issues :
| |
| | class="model_col2"| Does not consider influence of cross-shore sand transport, not intended for short-term storm-induced shoreline change. No wave reflection from structures. No direct provision for changing tide level.
| |
| |}
| |
| | |
| ==== Testing ====
| |
| | |
| {| class="wikitable"
| |
| | class="model_col1"| Available calibration data sets:
| |
| | class="model_col2"| No specific calibration data sets available. GENESIS has enjoyed many practical applications within the engineering and scientific community, results routinely published in proceedings of coastal conferences.
| |
| |-
| |
| | class="model_col1"| Available test data sets:
| |
| | class="model_col2"| --
| |
| |-
| |
| | class="model_col1"| Ideal data for testing:
| |
| | class="model_col2"| --
| |
| |}
| |
| | |
| ==== User groups ====
| |
| | |
| {| class="wikitable"
| |
| | class="model_col1"| Currently or plans for collaborating with:
| |
| | class="model_col2"| --
| |
| |}
| |
| | |
| ==== Documentation ====
| |
| | |
| {| class="wikitable"
| |
| | class="model_col1"| Key papers of the model:
| |
| | class="model_col2"| Extensive model documentation on USACE-CHL website [http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;34]
| |
| |-
| |
| | class="model_col1"| Is there a manual available:
| |
| | class="model_col2"| Yes
| |
| |-
| |
| | class="model_col1"| Model website if any:
| |
| | class="model_col2"| [http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;34]
| |
| |}
| |
| | |
| ==== Additional comments ====
| |
| | |
| {| class="wikitable"
| |
| | class="model_col1"| Comments:
| |
| | class="model_col2"| --
| |
| |}
| |
| | |
| | |
| | |
| | |
| === Issues ===
| |
| | |
| === Help ===
| |
| | |
| === Input Files ===
| |
| | |
| === Output Files ===
| |
| | |
| === Download ===
| |
| | |
| Source-code snapshots are available via ftp at:
| |
| | |
| :http://csdms.colorado.edu/pub/models/adi-2d
| |
| | |
| The latest version:
| |
| :[http://csdms.colorado.edu/pub/models/adi-2d/adi-2d-latest.tar.gz adi-2d-latest.tar.gz]
| |
| | |
| === Source ===
| |
| ''ADI-2D'' is a stand-alone subroutine.
| |
| To browse the repository, point your browser to: [http://csdms.colorado.edu/viewvc/trunk/?root=adi-2d http://csdms.colorado.edu/viewvc/trunk/?root=adi-2d]
| |
| | |
| ==== Command-Line Access ====
| |
| | |
| If you plan to make changes, use this command to check out the code as yourself using HTTPS:
| |
| | |
| <geshi lang=bash>
| |
| # Project members authenticate over HTTPS to allow committing changes.
| |
| svn checkout https://csdms.colorado.edu/svn/adi-2d/
| |
| </geshi>
| |
| | |
| When prompted, enter your CSDMS Subversion password.
| |
|
| |
|
| Non-members may only check out a read-only working copy of the project source.
| | ==Introduction== |
|
| |
|
| To obtain a CSDMS Subversion account or to become a member of this project, please email [mailto:csdms@colorado.edu csdms@colorado.edu].
| | == History == |
|
| |
|
| ==== GUI and IDE Access ==== | | == References == |
| | <br>{{AddReferenceUploadButtons}}<br><br> |
| | {{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br> |
| | {{Include_featured_references_models_cargo}}<br> |
|
| |
|
| This project's Subversion repository may be accessed using many different client programs and plug-ins. See your client's documentation for more information.
| | == Issues == |
|
| |
|
| ==== Subversion Help ==== | | == Help == |
| | {{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}} |
|
| |
|
| For help on how to use Subversion, an excellent manual is available online at [http://svnbook.red-bean.com/ http://svnbook.red-bean.com/]
| | == Input Files == |
|
| |
|
| | == Output Files == |
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|
| [[Category:Terrestrial]] | | [[Category:Source code not available]] |