|Model type||Finite element hydrodynamic model for coastal oceans, inlets, rivers and floodplains.|
The ADCIRC (Advanced Circulation) model is a finite element hydrodynamic model for coastal oceans, inlets, rivers and floodplains. The initial developers of the code were Rick Luettich (University of North Carolina at Chapel Hill) and Joannes Westerink (University of Notre Dame). Other principal developers include Randall Kolar (University of Oklahoma at Norman) and Cline Dawson (University of Texas at Austin). Various other groups are involved in development and support around the country.
SMS provides a graphical interface that is designed to allow users to visualize the projects they are creating, easily modify project parameters, and view the solutions produced by the ADCIRC model. See ADCIRC Graphical Interface for more information.
The ADCIRC Graphical Interface contains tools to create and edit an ADCIRC simulation. The simulation consists of a geometric definition of the model domain (the mesh) and a set of numerical parameters. The parameters define the boundary conditions and options pertinent to the model.
The interface is accessed by selecting the 2D Mesh Module and setting the current model to ADCIRC. If a mesh has already been created for a ADCIRC simulation or an existing simulation read, the mesh object will exist in the Project Explorer and selecting that object will make the 2D Mesh module active and set the model to ADCIRC. See the Mesh Module documentation for guidance on building and editing meshes as well as visualizing mesh results.
The list of files (both input and output) that may be associated with an ADCIRC simulation is quite long. The ADCIRC.org web site lists all of these with details describing format and purpose. A brief summary of the most common file types is included here:
- fort.14: Grid file – saved as proj_name.grd by SMS and copied to fort.14 for use in an ADCIRC run.
- fort.15: Control file – saved as proj_name.ctl by SMS and copied to fort.15 for use in an ADCIRC run.
- fort.13: Nodal or Spatial attributes
- fort.19: Specified water surfaces (non-periodic elevation)
- fort.20: Specified flow rates (non-periodic flow/flux such as a river)
- fort.22, fort.2**: Meteorologic conditions (winds and atmospheric pressure) – several formats depending on the option being used
- fort.23: Wave radiation stress forcing – fort.23
- fort.6: Screen output
- fort.16: General information
- fort.63 or fort.63.nc: Water surface at each node
- fort.64 or fort.64.nc: Velocity components at each node
- fort.53: Elevation Harmonic constituents at each node
- fort.54: Velocity Harmonic constituents at each node
- fort.73: Atmospheric pressure at each node
- fort.74: Wind stress or velocity at each node
- At observation stations
- fort.61: Water surface at stations
- fort.62: Velocity components at stations
- fort.51: Elevation Harmonic constituents at stations
- fort.52: Velocity Harmonic constituents at stations
- fort.71: Atmospheric pressure at stations
- fort.72: Wind stress or velocity at stations
Global Output Format
Generally, ADCIRC has the ability to output global data in three formats. These include:
- Standard ASCII – This format loops through the time steps including a value for each node (both node ID and solution value). These files are commonly very large (multiple GB) and can take a significant amount of time to load (sometimes as long as half an hour) because SMS has to process each time step of each dataset and build information about the solution for faster access. When a user instructs SMS to read a file of this type, SMS recognizes that the ASCII format is not efficient and converts the data to XMDF format in an "h5" file. The user can specify the name of the XMDF file that will be created. Multiple standard ascii files can be combined into a single "h5" file. The new "h5" file hase the following advantages:
- The "h5" file is binary and compressed so it is much smaller than the standard ASCII file.
- SMS can read the "h5" file almost instantaneously because all of the time step information is already compiled and a single time step is retrieved rather than processing the entire dataset.
- Sparse ASCII – This format loops through the time steps includes a default value for the time step and a number of nodes that don't have this default. Most commonly, the default would be -9999 indicating dry nodes. The file then includes the exceptions consisting of node ID and solution values for nodes that are not the default value. These lines are identical to the value lines in the standard ASCII format. (This format is supported in SMS starting at version 11.2) SMS converts sparse ASCII files to XMDF files just as it does the standard ASCII files.
- NetCDF – This format is a binary library format using the NetCDF library. The data can be viewed using an HDF viewer. (This format is supported in SMS starting at version 11.2)
(Note: ADCIRC documentation references a global binary format as an option. These options correspond to NOUT** values of 2 and -2 generally. There is no evidence that this option is functional in the current version of ADCIRC. It has been removed from the SMS interface.)
ADCIRC is a system of computer programs for solving time dependent, free surface circulation and transport problems in two and three dimensions. These programs utilize the finite element method in space allowing the use of highly flexible, unstructured grids. Typical ADCIRC applications have included: (i) modeling tides and wind driven circulation, (ii) analysis of hurricane storm surge and flooding, (iii) dredging feasibility and material disposal studies, (iv) larval transport studies, (v) near shore marine operations.
For more information about the ADCIRC model visit www.adcirc.org.
When you do a File | Save As... the following files get saved in the SMS file.
- *.mat referenced to new save location
- *.map referenced to new save location
- *.grd referenced to new save location
- *.ctl referenced to new save location
- *.h5 referenced to new save location
- *.dat referenced to new save location
Using the Model / Practical Notes
- There is an ADCIRC listserv that may be useful to keep up-to-date about the latest releases of ADCIRC and to post any questions about ADCIRC. It is firstname.lastname@example.org. If you would like to join please email Crystal Fulcher.
- ADCIRC Home page
- Mar 2002 ERDC/CHL CHETN-IV-40 Guidelines for Using Eastcoast 2001 Database of Tidal Constituents within Western North Atlantic Ocean, Gulf of Mexico and Caribbean Sea 
- Jun 2001 ERDC/CHL CHETN-IV-32 Leaky Internal-Barrier Normal-Flow Boundaries in the ADCIRC Coastal Hydrodynamics Code 
- Mar 2001 Technical Report CHL-98-32 Shinnecock Inlet, New York, site Investigation Report 4, Evaluation of Flood and Ebb shoal Sediment Source Alternatives for the West of Shinnecock Interim Project, New York 
- Dec 1999 Coastal Engineering Technical Note IV-21 Surface-Water Modeling System Tidal Constituents Toolbox for ADCIRC  
- ADCIRC wiki hosted by Seahorse Coastal Consulting
- Glacier Bay Test Case by Dave F. Hill
- Assessment of ADCIRC's Wetting and Drying Algorithm
SMS – Surface-water Modeling System
|Modules:||1D Grid • 1D River • Cartesian Grid • Curvilinear Grid • GIS • Map • Mesh • Particle • Raster • Scatter|
|General Models:||FVCOM • Generic Mesh • PTM • TUFLOW-FV|
|Coastal Models:||ADCIRC • BOUSS-2D • CGWAVE • CMS-Flow • CMS-Wave • GenCade • STWAVE • WAM|
|Riverine/Estuarine Models:||ADH • FESWMS • HYDRO AS-2D • RIVERFLO-2D • RMA2 • RMA4 • SRH-2D • Steering • TUFLOW|