Model:SBEACH: Difference between revisions

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{{Infobox Model
{{Model identity
|model name              = SBEACH
|Model type=Modular
|developer                = '''Gravens''', Mark
|one-line-description    = Numerical Model for Simulating Storm-Induce Beach Change
|type                     = Model
|source                  =  
}}
}}
{{Model identity2
|ModelDomain=Coastal
|One-line model description=Numerical Model for Simulating Storm-Induce Beach Change
|Extended model description=SBEACH is a numerical simulation model for predicting beach, berm, and dune erosion due to storm waves and water levels. It has potential for many applications in the coastal environment, and has been used to determine the fate of proposed beach fill alternatives under storm conditions and to compare the performance of different beach fill cross-sectional designs.
}}
{{Start model keyword table}}
{{Model keywords
|Model keywords=coastal evolution
}}
{{Model keywords
|Model keywords=beach profile
}}
{{Model keywords
|Model keywords=storm wave
}}
{{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, C++
|Code optimized=Single Processor
|Start year development=1986
|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=Initial beach profiles, time series of storm wave heights, periods, and storm water levels
|Input format=ASCII, Binary
|Describe output parameters=Estimated post-storm beach profile, cross-shore profile of: maximum wave height; maximum water elevation plus setup; volume change
|Output format=ASCII, Binary
|Pre-processing software needed?=No
|Post-processing software needed?=Yes
|Describe post-processing software=Included in software package
|Visualization software needed?=Yes
|Other visualization software=Included in software package
}}
{{Process description model
|Describe processes represented by the model=SBEACH is an empirically based numerical model for estimating beach and dune erosion due to storm waves and water levels. The magnitude of cross-shore sand transport is empirically related wave energy dissipation per unit water volume in the main portion of the surf zone. Direction of transport is dependent on deep water wave steepness and sediment fall speed.
|Describe key physical parameters and equations=See SBEACH documentation (http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31 ).
|Describe length scale and resolution constraints=SBEACH is a beach profile evolution model. The model domain should extend from the landward limit of wave run-up offshore to the depth of closure.
|Describe time scale and resolution constraints=SBEACH is a short-term storm processes model and is intended for the estimation of beach profile response to storm events. Typical simulation durations are limited to hours to days (1 week maximum).
|Describe any numerical limitations and issues=SBEACH is an empirically based model that was developed for sandy beaches with uniform representative grain sized in the range of 0.2 to 0.42 mm. SBEACH should be tested or calibrated using data from beach profile surveyed before and after storms on the project coast.
}}
{{Model testing
|Describe available calibration data sets=SBEACH was "validated" using a large suite of laboratory and field data sets. See SBEACH Report 4: Cross-Shore Transport Under Random Waves and Model Validation with SUPERTANK and Field Data. http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31
|Describe available test data sets=See SBEACH Report 4 (http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31 )
|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:
* '''Magnus Larson and Nicholas C.Kraus, 1989. SBEACH: Numerical Model for Simulating Storm-Induced Beach Change: Report 1 Empirical Foundation and Model Development. Technical Report CERC-89-9, Department of the Army US Army Corps of Engineers Washington, DC 20314-1000.'''
* '''Magnus Larson, Nicholas C.Kraus, and Mark R.Byrnes, 1990. SBEACH: Numerical Model for Simulating Storm-induced Beach Change: Report 2 Numerical Formulation and Model Tests. Technical Report CERC-89-9, Department of the Army US Army Corps of Engineers Washington, DC 20314-1000.'''
|Manual model available=Yes
|Model website if any=http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31
}}
{{Additional comments model
|Comments=SBEACH is distributed as a component of the Coastal Engineering Design and Analysis System (CEDAS).
}}
{{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 -->
<!-- Edit the part above to update info on other papers -->


== SBEACH ==
==Introduction==
__TOC__
===Introduction===
 
=== History ===
 
=== Papers ===
 
=== SBEACH Questionnaire ===
 
==== Contact Information ====
 
{| class="wikitable"
| class="model_col1"| Model:
| class="model_col2"| SBEACH
|-
| 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"| SBEACH is a numerical simulation model for predicting beach, berm, and dune erosion due to storm waves and water levels.  It has potential for many applications in the coastal environment, and has been used to determine the fate of proposed beach fill alternatives under storm conditions and to compare the performance of different beach fill cross-sectional designs.
|-
|}
 
==== Technical information ====
 
{| class="wikitable" 
| class="model_col1"| Supported platforms:
| class="model_col2"| Windows
|-
| class="model_col1"| Programming language:
| class="model_col2"| Fortran77, C++
|-
| class="model_col1"| Model development started at:
| class="model_col2"| 1986 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"| Initial beach profiles, time series of storm wave heights, periods, and storm water levels
|-
| class="model_col1"| Input format:
| class="model_col2"| ASCII, Binary
|-
| class="model_col1"| Output parameters:
| class="model_col2"| Estimated post-storm beach profile, cross-shore profile of: maximum wave height; maximum water elevation plus setup; volume change
|-
| class="model_col1"| Output format:
| class="model_col2"| ASCII, Binary
|-
| class="model_col1"| Post-processing software (if needed):
| class="model_col2"| Yes, Included in software package
|-
| class="model_col1"| Visualization software (if needed):
| class="model_col2"| Yes, Included in software package
|}
 
==== Process description ====
 
{| class="wikitable"
| class="model_col1"| Processes represented by model:
| class="model_col2"| SBEACH is an empirically based numerical model for estimating beach and dune erosion due to storm waves and water levels.  The magnitude of cross-shore sand transport is empirically related wave energy dissipation per unit water volume in the main portion of the surf zone.  Direction of transport is dependent on deep water wave steepness and sediment fall speed.
|-
| class="model_col1"| Key physical parameters & equations:
| class="model_col2"| See SBEACH documentation (http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31 ).
|-
| class="model_col1"| Length scale & resolution constraints:
| class="model_col2"| SBEACH is a beach profile evolution model.  The model domain should extend from the landward limit of wave run-up offshore to the depth of closure.
|-
| class="model_col1"| Time scale & resolution constraints:
| class="model_col2"| SBEACH is a short-term storm processes model and is intended for the estimation of beach profile response to storm events.  Typical simulation durations are limited to hours to days (1 week maximum).
|-
| class="model_col1"| Numerical limitations and issues :
| class="model_col2"| SBEACH is an empirically based model that was developed for sandy beaches with uniform representative grain sized in the range of 0.2 to 0.42 mm.  SBEACH should be tested or calibrated using data from beach profile surveyed before and after storms on the project coast.
|}
 
==== Testing ====
 
{| class="wikitable"
| class="model_col1"| Available calibration data sets:
| class="model_col2"| SBEACH was "validated" using a large suite of laboratory and field data sets.  See SBEACH Report 4: Cross-Shore Transport Under Random Waves and Model Validation with SUPERTANK and Field Data. http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31
|-
| class="model_col1"| Available test data sets:
| class="model_col2"| See SBEACH Report 4 (http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31 )
|-
| 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"| http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31
|-
| 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;31
|}
 
==== Additional comments ====
 
{| class="wikitable"
| class="model_col1"| Comments:
| class="model_col2"| SBEACH is distributed as a component of the Coastal Engineering Design and Analysis System (CEDAS).
|}
 
 
 
 
=== Issues ===


=== 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 20:15, 16 September 2020



SBEACH


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 Numerical Model for Simulating Storm-Induce Beach Change
Extended model description SBEACH is a numerical simulation model for predicting beach, berm, and dune erosion due to storm waves and water levels. It has potential for many applications in the coastal environment, and has been used to determine the fate of proposed beach fill alternatives under storm conditions and to compare the performance of different beach fill cross-sectional designs.
Keywords:

coastal evolution, beach profile, storm wave,

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, C++

Other program language
Code optimized Single Processor
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 1986
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 Initial beach profiles, time series of storm wave heights, periods, and storm water levels
Input format ASCII, Binary
Other input format
Describe output parameters Estimated post-storm beach profile, cross-shore profile of: maximum wave height; maximum water elevation plus setup; volume change
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 Included in software package
Visualization software needed? Yes
If above answer is yes
Other visualization software Included in software package


Describe processes represented by the model SBEACH is an empirically based numerical model for estimating beach and dune erosion due to storm waves and water levels. The magnitude of cross-shore sand transport is empirically related wave energy dissipation per unit water volume in the main portion of the surf zone. Direction of transport is dependent on deep water wave steepness and sediment fall speed.
Describe key physical parameters and equations See SBEACH documentation (http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31 ).
Describe length scale and resolution constraints SBEACH is a beach profile evolution model. The model domain should extend from the landward limit of wave run-up offshore to the depth of closure.
Describe time scale and resolution constraints SBEACH is a short-term storm processes model and is intended for the estimation of beach profile response to storm events. Typical simulation durations are limited to hours to days (1 week maximum).
Describe any numerical limitations and issues SBEACH is an empirically based model that was developed for sandy beaches with uniform representative grain sized in the range of 0.2 to 0.42 mm. SBEACH should be tested or calibrated using data from beach profile surveyed before and after storms on the project coast.


Describe available calibration data sets SBEACH was "validated" using a large suite of laboratory and field data sets. See SBEACH Report 4: Cross-Shore Transport Under Random Waves and Model Validation with SUPERTANK and Field Data. http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31
Upload calibration data sets if available:
Describe available test data sets See SBEACH Report 4 (http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=Software;31 )
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;31
Model forum / discussion board
Comments SBEACH is distributed as a component of the Coastal Engineering Design and Analysis System (CEDAS).


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 SBEACH.png
Link to this page
Other models by author

Template:SBEACH autokeywords


Introduction

History

References



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


See more publications of SBEACH

Issues

Help

Input Files

Output Files

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