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{{DISPLAYTITLE:Coastal Modeling System}} | |||
[[File: | {{TOC right}} | ||
[[File:CMS_processes.png|left|thumb|400px|alt=Rudee Inlet]] | |||
=Background= | |||
'''An Advanced Engineering Tool''' | '''An Advanced Engineering Tool''' | ||
The Coastal Modeling System is an integrated suite of numerical models for simulating flow, waves, sediment transport, and morphology change in coastal areas. The system is designed for practical applications in navigation channel performance and sediment management for coastal inlets and adjacent beaches in order to improve the usage of USACE Operation and Maintenance Funds. The CMS is intended as a research and engineering tool that can be used on desk-top computers. The CMS takes advantage of the Surface-water Modeling System (SMS) interface for grid generation and model setup, as well as plotting and post-processing. <br style= | The Coastal Modeling System is an integrated suite of numerical models for simulating flow, waves, sediment transport, and morphology change in coastal areas. The system is designed for practical applications in navigation channel performance and sediment management for coastal inlets and adjacent beaches in order to improve the usage of USACE Operation and Maintenance Funds. The CMS is intended as a research and engineering tool that can be used on desk-top computers. The CMS takes advantage of the Surface-water Modeling System (SMS) interface for grid generation and model setup, as well as plotting and post-processing. | ||
<br style=clear:both /> | |||
* '''Background''' | * '''Background''' | ||
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::# [[CMS-Flow]] - Inline flow, sediment and salinity model | ::# [[CMS-Flow]] - Inline flow, sediment and salinity model | ||
::# [[CMS-Wave]] - Spectral wave transformation model | ::# [[CMS-Wave]] - Spectral wave transformation model | ||
:* Finite Volume Method - Mass conservative | :* Finite Volume Method - Mass conservative | ||
:* Non-uniform Cartesian Grid - Easy to setup and run | :* Non-uniform Cartesian Grid - Easy to setup and run | ||
:* Telescoping Cartesian Grid - Flexible, efficient, and easier to generate than unstructured meshes | |||
:* Supports most common types of forcing and boundary conditions | :* Supports most common types of forcing and boundary conditions | ||
:* Robust numerical schemes for reliable, crash-free simulations | :* Robust numerical schemes for reliable, crash-free simulations | ||
:* Parallelization on desktop computers for fast computation | :* Parallelization on desktop computers for fast computation | ||
:* User-friendly interface | :* User-friendly interface | ||
==System Components== | ==System Components== | ||
[[File:CMS_components.PNG|thumb|right|400px]] | |||
[[File: | |||
* '''[[CMS-Flow]]''' | * '''[[CMS-Flow]]''' | ||
CMS-Flow is a coupled hydrodynamic and sediment transport model capable of simating depth-averaged circulation, salinity and sediment transport due to tides, wind and waves. The hydrodynamic model sovles the conservative form of the shallow water equations and includes terms for the Coriolis force, wind stress, wave stress, bottom stress, vegetation flow drag, bottom and friction, and turbulent diffusion. | CMS-Flow is a coupled hydrodynamic and sediment transport model capable of simating depth-averaged circulation, salinity and sediment transport due to tides, wind and waves. The hydrodynamic model sovles the conservative form of the shallow water equations and includes terms for the Coriolis force, wind stress, wave stress, bottom stress, vegetation flow drag, bottom and friction, and turbulent diffusion. | ||
There are three sediment transport models available in CMS: a sediment mass balance model, an equilibrium advection diffusion model, and non-equilibrium advection-diffusion model. The salinity transport is simulated with the standard advection diffusion model and includes evaporation and precipitaion. All equations are solved using the Finite Volume Method on a non-uniform Cartesian grid. | There are three sediment transport models available in CMS: a sediment mass balance model, an equilibrium advection diffusion model, and non-equilibrium advection-diffusion model. The salinity transport is simulated with the standard advection diffusion model and includes evaporation and precipitaion. All equations are solved using the Finite Volume Method on a non-uniform Cartesian grid. | ||
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* '''[[CMS-Wave]]''' | * '''[[CMS-Wave]]''' | ||
The CMS-Wave is a spectral wave transformation model and solves the steady-state wave-action balance equation on a non-uniform Cartesian grid. It considers wind wave generation and growth, diffraction, reflection, dissipation due to bottom friction, whitecapping and breaking, wave-wave and wave-current interactions, wave runup, wave setup, and wave transmission through structures. For additional information information on CMS-Wave visit [[CMS-Wave | CMS-Wave Main Page]]. | The CMS-Wave is a spectral wave transformation model and solves the steady-state wave-action balance equation on a non-uniform Cartesian grid. It considers wind wave generation and growth, diffraction, reflection, dissipation due to bottom friction, whitecapping and breaking, wave-wave and wave-current interactions, wave runup, wave setup, and wave transmission through structures. For additional information information on CMS-Wave visit [[CMS-Wave | CMS-Wave Main Page]]. | ||
=CMS User Manual= | |||
An updated Coastal Modeling System User Manual has recently been published by the ERDC Library. The user manual contains comprehensive information on model theory, model setup, and model features. The detailed descriptions include creation of a new project, configuration of model grid, various types of boundary conditions, representation of coastal structures, numerical methods, and coupled simulations of waves, hydrodynamics, and sediment transport. Pre- and post-model data processing and CMS modeling procedures are also described through operation within a graphic user interface — the Surface-water Modeling System. | |||
The | The User's Manual can be found [http://erdc-library.erdc.dren.mil/jspui/handle/11681/48392 here]. | ||
<br style="clear:both" /> | <br style="clear:both" /> | ||
= Documentation Portal= | |||
{|class= | {|class=main width=99% | ||
|style= | |style=vertical-align:top;width:33% | <!-- Left Column Portal --> | ||
''' | ===Technical Documentation=== | ||
*Hydrodynamics | ---- | ||
** [[CMS-Flow:Hydro_Eqs|Governing Equations]] | '''CMS-Flow''' | ||
** [[CMS-Flow:Bottom_Friction| | * [[CMS-Flow Angle Conventions| Grid Angle Conventions]] | ||
** [[CMS-Flow: | * [[CMS-Flow Coordinate System | Vertical Coordinate System]] | ||
** [[CMS-Flow:Wind_Pressure|Wind and Atmospheric Pressure]] | *'''Hydrodynamics''' | ||
** [[CMS-Flow: | **[[CMS-Flow Hydrodnamics: Variable Definitions|Variable Definitions]] | ||
**[[CMS-Flow:Hydro_Eqs|Governing Equations]] | |||
**[[CMS-Flow:Bottom_Friction|Bed Shear Stresses]] | |||
**[[CMS-Flow:Eddy Viscosity|Eddy Viscosity]] | |||
**[[CMS-Flow:Wind_Pressure|Wind and Atmospheric Pressure]] | |||
**[[CMS-Flow:Wave Flux Velocity | Wave Flux Velocity]] | |||
**[[CMS-Flow:Boundary_Conditions|Boundary Conditions]] | |||
**[[CMS-Flow Numerical Methods: Hydrodynamics | Numerical Methods]] | |||
*'''[[Sediment Transport]]''' | |||
**[[CMS-Flow:Equilibrium Total Load|Equilibrium Total Load]] | |||
**[[CMS-Flow:Equilibrium Bed load plus AD Suspended load|Equilibrium Bed load plus AD Suspended load]] | |||
**[[CMS-Flow:Non-equilibrium_Sediment_Transport|Total load Non-equilibrium Sediment Transport]] | |||
**[[CMS-Flow:Equilibrium Concentrations and Transport Rates | Equilibrium Concentrations and Transport Rates]] | |||
**[[CMS-Flow:Sediment Fall Velocity | Sediment Fall Velocity]] | |||
**[[CMS-Flow:Hiding and Exposure | Hiding and Exposure]] | |||
**[[CMS-Flow:Incipient Motion | Incipient Motion]] | |||
**[[CMS-Flow:Ripple Dimensions| Ripple Dimensions]] | |||
**[[CMS-Flow Numerical Methods: Sediment Transport | Numerical Methods]] | |||
**[[CMS-Flow:Morph Acceleration Factor | Morphology Acceleration Factor]] [[File:New.png|25px]] | |||
*'''[[CMS-Flow:Salinity_Calculation|Salinity Transport]] | |||
* | *'''[[CMS-Flow Numerical Methods | Numerical Methods]]''' | ||
*[[CMS-Flow: | *'''[[CMS-Flow:Structures|Structures]]''' | ||
* | *'''Surface Roller''' | ||
**[[CMS-Flow:Roller | Governing Equations]] | |||
**[[Roller Stresses | Roller Stresses]] | |||
**[[Roller Numerical Methods | Numerical Methods]] | |||
*[[ | '''CMS-Wave''' | ||
* [[CMS-Wave Angle Conventions | Grid Angle Conventions]] | |||
* [[CMS-Wave:Governing_Equations | Governing Equations]] | |||
* [[CMS-Wave:Breaking | Wave Breaking]] | |||
* [[CMS-Wave:Diffraction | Diffraction]] | |||
* [[CMS-Wave:Wave_Generation | Wave Generation]] | |||
* [[CMS-Wave:Wave-current_Interaction | Wave-current interaction]] | |||
* [[CMS-Wave:Wave-wave_Interaction | Wave-wave interaction]] | |||
* [[CMS-Wave:Wave Radiation Stresses | Wave radiation stresses]] | |||
'''[[Model Coupling | Coupling of CMS-Flow and CMS-Wave]]''' | |||
|style=vertical-align:top;width:33%;border-left:1px solid #aaa;padding-left:1em|<!-- Middle Column Portal --> | |||
===User Guide=== | |||
---- | |||
* [[Getting Started]] | *[[Getting Started]] | ||
* [[Tutorials]] | *[[Tutorials|CMS Tutorials]] | ||
* [[Frequently Asked Questions]] | *[[Tutorials:SMS|Related SMS Tutorials]] | ||
*[[CMS-Flow: | *[[Frequently Asked Questions]] | ||
**[[CMS-Flow | <!--*[[CMS-Flow:User_Guide_Stuctures|Structures]]--> | ||
**[[CMS-Flow: | '''CMS-Flow''' | ||
**[[CMS-Flow | *'''Files''' | ||
**[[CMS-Flow | **[[CMS-Flow Input files]] | ||
**[[CMS-Flow | **[[CMS-Flow Output files]] | ||
*[[CMS-Flow | **[[Advanced Card file | Advanced_Cards]] | ||
**[[CMS-Flow | *'''Hydrodynamics''' | ||
**[[CMS-Flow | <!--*[[CMS-Flow:Grid_Generation|Grid Generation]]--> | ||
*[[CMS-Flow | **[[CMS-Flow Geospatial Information|Geospatial Information]] | ||
**[[CMS-Flow Model Parameters|Model Parameters]] | |||
**[[CMS-Flow Boundary Conditions|Boundary Conditions]] | |||
**[[CMS-Flow Bottom Friction|Bottom and Wall Friction]] | |||
**[[CMS-Flow Eddy Viscosity|Eddy Viscosity]] | |||
** [[CMS-Flow | **[[CMS-Flow Wind Forcing|Atmospheric Forcing]] | ||
* [[CMS-Flow | **[[CMS-Flow Wave Forcing|Wave Forcing]] | ||
**[[CMS-Flow | *[[CMS-Flow Sediment Transport|'''Sediment Transport''']] | ||
**[[CMS-Flow | **[[CMS-Flow Sediment Transport#Total Load Equilibrium Transport |Total Load Equilibrium Sediment Transport]] | ||
**[[CMS-Flow | **[[CMS-Flow Sediment Transport#Equilibrium Bed Load Plus AD Suspended Load|Equilibrium Bed Load Plus AD Suspended Load]] | ||
**[[CMS-Flow | **[[CMS-Flow Sediment Transport#Total load Non-equilibrium Sediment Transport|Total load Non-equilibrium Sediment Transport]] | ||
**[[CMS-Flow Sediment Transport#Hard_Bottom | Hard Bottom]] | |||
**[[CMS-Flow Sediment Transport#Variable_D50 | Variable D50 Dataset]] | |||
**[[CMS-Flow Multiple-sized Sediment Transport | Multiple-sized Sediment Transport (Advanced) ]] | |||
* [[CMS-Flow Salinity Transport|'''Salinity Transport''']] | |||
**[[CMS-Flow Salinity Transport#Salinity Concentration Forcing|Boundary Conditions]] | |||
**[[CMS-Flow Salinity Transport#Salinity Initial Concentration|Initial Condition]] | |||
* [[CMS-Flow/Structures |'''Structures''']] | |||
** [[CMS-Flow/RubbleMounds | Rubble Mounds]] | |||
** [[CMS-Flow/Weirs | Weirs]] | |||
** [[CMS-Flow/Culverts | Culverts]] | |||
** [[CMS-Flow/TideGates | Tide Gates]] | |||
* [[CMS Surface Roller | Surface Roller]] | |||
* [[CMS/DredgeModule | Dredge Module]] | |||
* [[CMS-Flow:Features#Other_Features|Other Features]] | * [[CMS-Flow:Features#Other_Features|Other Features]] | ||
** [[CMS- | <!-- * [[CMS:CardList:Flow | List of all Flow Cards and Dataset Units]] --> | ||
* [[CMS:CardList:DatasetUnits|List of Dataset Units]] | |||
|style= | '''CMS-Wave''' | ||
''' | *[[CMS-Wave Grid Generation | Grid Generation]] | ||
* [[Test Cases]] | *[[CMS-Wave Model Parameters | Model Parameters]] [[File:New.png|25px]] | ||
* [[ | *[[CMS-Wave Input Spectra | Input Spectra]] | ||
* [[ | *[[CMS-Wave Structures | Structures]] | ||
** [[ | *[[CMS-Wave Features | Other Features]] | ||
** [[ | *[[CMS-Wave File Formats]] [[File:New.png|25px]] | ||
** [[ | '''[[CMS-Flow and CMS-Wave Model Coupling | CMS-Flow and CMS-Wave Model Coupling]]''' | ||
*** [[ | |||
*** [[Tidal | |style=vertical-align:top;width:33%;border-left:1px solid #aaa;padding-left:1em|<!-- Right Column Portal --> | ||
===Examples, applications and more=== | |||
---- | |||
*'''Test Cases''' | |||
**[[CMS/ValidationTestCases | V & V Test Cases from TR]] | |||
**[[CMS/VVUQtestCases | Proposed New VV/UQ Test Cases]] | |||
**[[Test Cases|Other Test Cases]] | |||
*'''Applications''' | |||
**[[Previous Projects]] | |||
**[[Current Projects]] | |||
*'''[[Links | Useful links]]''' | |||
*'''[[Glossary]]''' | |||
*'''[[References]]''' | |||
*'''[[Statistics| Goodness-of-Fit Statistics]]''' | |||
*'''[[User Group]]''' | |||
<!-- *'''[[Special:AWCforum | CIRPwiki Forum]]'''--> | |||
'''Workshops''' | |||
* [[Workshops:MVN2010 | New Orleans CMS/CPT Workshop 2010]] | |||
'''Downloads''' | |||
* [[CMS Releases]] | |||
* [[Media:CMS-SedimentTransport.xml| SMS 11.1 Sediment Transport Dynamic Dialog Definition File]] | |||
* [https://erdc-library.erdc.dren.mil/jspui/bitstream/11681/48392/1/ERDC-CHL%20SR-24-3.pdf CMS User Manual] [[File:New.png|25px]] | |||
* [[Utilities]] | |||
* [[CMS Tips/Techniques | CMS Tips/Techniques]] [[File:New.png|25px]] | |||
* '''Tidal Databases''' | |||
** ADCIRC Databases | |||
*** [https://cirpraid.aquaveo.com/index.php/s/065gN2uoxLMr7v5 ENPAC 2015 (US Eastern North Pacific Tidal Constituent) Database] - 573 MB zipped | |||
*** [https://cirpraid.aquaveo.com/index.php/s/mDfGDNVMHGsegMk ECGOM 2015 (US Atlantic/Gulf of Mexico Tidal Constituent) Database] - 2.0 GB zipped | |||
** LeProvost Tidal Constituent Database | |||
*** [https://sms.aquaveo.com/leprovost.zip LeProvost Database] | |||
* [[CMS/DMI | Working on CMS DMI]] | |||
'''Advanced Features''' | |||
* [[CMS_sediment_mapping | Sediment Mapping (to be added)]] [[File:New.png|25px]] | |||
|} | |} | ||
---- | ---- | ||
= External Links: = | = External Links: = | ||
* US Army Engineer Research and Development Center - Ongoing Research [http://www.erdc.usace.army.mil/pls/erdcpub/!www_fact_sheet.research_page?ps_rp_numb= | <!--* US Army Engineer Research and Development Center - Ongoing Research [http://www.erdc.usace.army.mil/pls/erdcpub/!www_fact_sheet.research_page?ps_rp_numb=118566tmp_Main_Topic=page=All]--> | ||
* Presentations | * US Army Engineer Research and Development Center - Ongoing Research [http://www.erdc.usace.army.mil/Media/Fact-Sheets/Fact-Sheet-Article-View/Article/476746/erdc/] | ||
** Coastal Modeling System (CMS) for Integrated Calculation of Waves, Flow, Sediment Transport, and Morphology Change [ | * Coastal Modeling System Fact Sheet [http://cirp.usace.army.mil/pubs/other/FY16_CIRP_CMS_WU_FS.pdf] | ||
** Introduction to CMS-Wave [ | |||
** Additional information on CMS-Flow capabilities [ | * Presentations (MVN Workshop - June 2009) | ||
** CMS-Wave Demonstrations to Louisiana (Levees | ** Coastal Modeling System (CMS) for Integrated Calculation of Waves, Flow, Sediment Transport, and Morphology Change [[Media:5-IntroToCMS-SMS.pdf| <nowiki>[5]</nowiki>]] | ||
** Future of the CMS [ | ** Introduction to CMS-Wave [[Media:6-CMS-Wave-Intro.pdf| <nowiki>[6]</nowiki>]] | ||
** Additional information on CMS-Flow capabilities [[Media:7-CMS-Flow-modeling.pdf| <nowiki>[7]</nowiki>]] | |||
** CMS-Wave Demonstrations to Louisiana (Levees Muddy coast) [[Media:8-CMS-Wave-examples.pdf| <nowiki>[8]</nowiki>]] | |||
** Future of the CMS [[Media:9-FutureOfCMS.pdf| <nowiki>[9]</nowiki>]] | |||
* Aug 2008 Two-Dimensional Depth-Averaged Circulation Model CMS-M2D: Version 3.0, Report 2, Sediment Transport and Morphology Change [http:// | * Aug 2008 Two-Dimensional Depth-Averaged Circulation Model CMS-M2D: Version 3.0, Report 2, Sediment Transport and Morphology Change [http://www.dtic.mil/docs/citations/ADA453954 <nowiki>[10]</nowiki>] | ||
[[category:main]] | [[category:main]] | ||
Latest revision as of 15:56, 24 September 2024
Background
An Advanced Engineering Tool
The Coastal Modeling System is an integrated suite of numerical models for simulating flow, waves, sediment transport, and morphology change in coastal areas. The system is designed for practical applications in navigation channel performance and sediment management for coastal inlets and adjacent beaches in order to improve the usage of USACE Operation and Maintenance Funds. The CMS is intended as a research and engineering tool that can be used on desk-top computers. The CMS takes advantage of the Surface-water Modeling System (SMS) interface for grid generation and model setup, as well as plotting and post-processing.
- Background
The CMS has been a research and development area of the Coastal Inlets Research Program (CIRP) at the United States Army Corps of Engineers - Engineering Research and Development Center (USACE-ERDC), Coastal and Hydraulics Laboratory (CHL) since 2006. It was built from a group of numerical models that have been under development since 2002. Information on the CIRP and publications on the CMS can be found at the CIRP Website.
- Key Features
- Fully integrated system
- Finite Volume Method - Mass conservative
- Non-uniform Cartesian Grid - Easy to setup and run
- Telescoping Cartesian Grid - Flexible, efficient, and easier to generate than unstructured meshes
- Supports most common types of forcing and boundary conditions
- Robust numerical schemes for reliable, crash-free simulations
- Parallelization on desktop computers for fast computation
- User-friendly interface
System Components
CMS-Flow is a coupled hydrodynamic and sediment transport model capable of simating depth-averaged circulation, salinity and sediment transport due to tides, wind and waves. The hydrodynamic model sovles the conservative form of the shallow water equations and includes terms for the Coriolis force, wind stress, wave stress, bottom stress, vegetation flow drag, bottom and friction, and turbulent diffusion. There are three sediment transport models available in CMS: a sediment mass balance model, an equilibrium advection diffusion model, and non-equilibrium advection-diffusion model. The salinity transport is simulated with the standard advection diffusion model and includes evaporation and precipitaion. All equations are solved using the Finite Volume Method on a non-uniform Cartesian grid. For additional information on CMS-Flow visit CMS-Flow Main Page.
The CMS-Wave is a spectral wave transformation model and solves the steady-state wave-action balance equation on a non-uniform Cartesian grid. It considers wind wave generation and growth, diffraction, reflection, dissipation due to bottom friction, whitecapping and breaking, wave-wave and wave-current interactions, wave runup, wave setup, and wave transmission through structures. For additional information information on CMS-Wave visit CMS-Wave Main Page.
CMS User Manual
An updated Coastal Modeling System User Manual has recently been published by the ERDC Library. The user manual contains comprehensive information on model theory, model setup, and model features. The detailed descriptions include creation of a new project, configuration of model grid, various types of boundary conditions, representation of coastal structures, numerical methods, and coupled simulations of waves, hydrodynamics, and sediment transport. Pre- and post-model data processing and CMS modeling procedures are also described through operation within a graphic user interface — the Surface-water Modeling System.
The User's Manual can be found here.
Documentation Portal
Technical DocumentationCMS-Flow
CMS-Wave |
User GuideCMS-Flow
CMS-Wave |
Examples, applications and more
Workshops Downloads
Advanced Features |
External Links:
- US Army Engineer Research and Development Center - Ongoing Research [1]
- Coastal Modeling System Fact Sheet [2]
- Presentations (MVN Workshop - June 2009)
- Aug 2008 Two-Dimensional Depth-Averaged Circulation Model CMS-M2D: Version 3.0, Report 2, Sediment Transport and Morphology Change [10]