Model:GENESIS: Difference between revisions

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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
== ADI-2D ==
|One-line model description=GENEralized model for SImulating Shoreline change
__TOC__
|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.
===Introduction===
}}
 
{{Start model keyword table}}
=== History ===
{{Model keywords
 
|Model keywords=shoreline evolution
=== Papers ===
}}
 
{{Model keywords
=== ADI-2D Questionnaire ===
|Model keywords=coastal sediment transport
 
}}
==== Contact Information ====
{{End a table}}
 
{{Modeler information
{| class="wikitable"
|First name=Mark
| class="model_col1"| Model:
|Last name=Gravens
| class="model_col2"| GENESIS
|Type of contact=Model developer
|-
|Institute / Organization=US Army Corps of Engineers
| class="model_col1"| Contact person:
|Postal address 1=3909 Halls Ferry Road
| class="model_col2"| Mark Gravens (model developer)
|Town / City=Vicksburg
|-
|Postal code=39180
| class="model_col1"| Institute:
|State=Mississippi
| class="model_col2"| US Army Corps of Engineers
|Country=United States
|-
|Email address=Mark.B.Gravens@erdc.usace.army.mil
| class="model_col1"| City:
|Phone=601-634-3809
| class="model_col2"| Vicksburg, Mississippi
|Fax=601-634-4314
|-
}}
| class="model_col1"| Country:
{{Model technical information
| class="model_col2"| USA
|Supported platforms=Windows
|-
|Programming language=Fortran77
| class="model_col1"| Email:
|Code optimized=Single Processor
| class="model_col2"| Mark.B.Gravens@erdc.usace.army.mil
|Start year development=1985
|-
|Does model development still take place?=Yes
| class="model_col1"| 2nd person involved:
|Program license type=Other
| class="model_col2"| --
|Program license type other=Commercial
|-
|Memory requirements=Typical
| class="model_col1"| 3rd person involved:
|Typical run time=Minutes to hours
| class="model_col2"| --
}}
|-
{{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
==== Model Description ====
|Describe output parameters=Shoreline position, breaking wave information, estimated longshore sand transport rates.
 
|Output format=ASCII, Binary
{| class="wikitable" 
|Pre-processing software needed?=No
| class="model_col1"| Model type:
|Post-processing software needed?=Yes
| class="model_col2"| Modular model for the coastal domain.
|Visualization software needed?=Yes
|-
|Other visualization software=any software able to visualize gridded data (RiverTools / 3DEM)
| 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.
{{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.
==== Technical information ====
|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.
{| class="wikitable" 
}}
| class="model_col1"| Supported platforms:
{{Model testing
| class="model_col2"| Windows
|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=
| class="model_col1"| Programming language:
|Describe ideal data for testing=
| class="model_col2"| Fortran77
}}
|-
{{Users groups model
| class="model_col1"| Model development started at:
|Do you have current or future plans for collaborating with other researchers?=--
| class="model_col2"| 1985 and development still takes place.
}}
|-
{{Documentation model
| class="model_col1"| To what degree will the model become available:
|Provide key papers on model if any=Key Papers:
| class="model_col2"| Executable
* '''Hans Hanson and Nicholas C.Kraus, 1989. GENESIS: Generalized Model for Simulating Shoreline Change: Report 1 Technical Reference. Technical Report CERC-89-19. '''
|-
| 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"| --
|}
 


* '''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. '''
|Manual model available=Yes
|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}}


{{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}}]]|}}
==== Command-Line Access ====


==== GUI and IDE Access ====
== Input Files ==


==== Subversion Help ====
== Output Files ==


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

Latest revision as of 20:13, 16 September 2020



GENESIS


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
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.
Keywords:

shoreline evolution, coastal sediment transport,

Name Mark Gravens
Type of contact Model developer
Institute / Organization US Army Corps of Engineers
Postal address 1 3909 Halls Ferry Road
Postal address 2
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


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 1985
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
Source code availability
(Or provide future intension)
Source web address
Source csdms web address
Program license type Other
Program license type other Commercial
Memory requirements Typical
Typical run time Minutes to hours


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
Other input format
Describe output parameters Shoreline position, breaking wave information, estimated longshore sand transport rates.
Output format ASCII, Binary
Other output format
Pre-processing software needed? No
Describe pre-processing software
Post-processing software needed? Yes
Describe post-processing software
Visualization software needed? Yes
If above answer is yes
Other visualization software any software able to visualize gridded data (RiverTools / 3DEM)


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.


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.
Upload calibration data sets if available:
Describe available test data sets
Upload test data sets if available:
Describe ideal data for testing


Do you have current or future plans for collaborating with other researchers? --
Is there a manual available? Yes
Upload manual if available:
Model website if any http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;34
Model forum / discussion board
Comments


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
Mark Gravens
Source code
Model citations
Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0
QR-code
Qrcode GENESIS.png
Link to this page
Other models by author

Template:GENESIS autokeywords


Introduction

History

References



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


See more publications of GENESIS

Issues

Help

Input Files

Output Files

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