SMS:ADCIRC Model Control

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ADCIRC Model Control

The ADCIRC Model Control dialog is where important project parameters are chosen and defined. There are 6 different tabs the user should be aware of. They are listed below.

  • General – contains such options as model type, cold/hot start, terms, maximum number of iterations, bottom stress/friction, etc.
  • Timing – define simulation run time, start time, and time step options
  • Files – specify which input and output files are desired for the project
  • Tidal/Harmonics – define tidal constituents and harmonic analysis options
  • Wind - enable specific wind types and their options
  • Sediment Options – enable sediment transport options

General Tab

ADCIRC Model Control dialog showing the General tab

Here is a list of terms found on the General tab:

  • Model Type – 2D DI, 3D VS, 3D DSS. The two dimensional depth integrated is the only option that is recommended for commercial applications at this time.
  • Initial Values – Cold Start, Hot Start 1, Hot Start2. This option allows you to choose a file to initialize the values of water level and velocity for a simulation. The files must have been saved from a previous run using the same finite element grid.
  • Coriolis Option – Constant, Variable. The type of Coriolis forcing used does not impact run time for ADCIRC at all. Variable should be used when the coordinate system is geographic. In this case, ADCIRC will load a Coriolis coefficient for each node based on the latitude of the node. If you wish to run ADCIRC in rectilinear coordinates you should specify a constant Coriolis option because the model does not support reprojection from rectilinear to geographic to determine individual latitudes for each node.
  • Minimum Angle For Tangential Flow
  • Terms – Finite Amplitude Terms, Advective Terms, Time Derivative Terms
  • Solver Type – Lumped, Direct Banded, Iterative JCG – The Iterative JCG is the default and recommended solver. The other options are in the interface for backward compatibility and analytic tests.
  • Absolute Convergence Criteria
  • Maximum Number of Iterations per Time Step
  • Generalized Properties – Wave Continuity, Lateral Viscosity
  • Bottom Stress/Friction – Constant Linear, Constant Quadratic, Constant Hybrid, Varying Linear, Varying Quadratic, Friction Coefficient – The "Constant Linear" option should only be used for analytical cases when you are verifying the code. Linear friction causes overdamping in deep water. For "Constant Quadratic" the value of TAU0 should be set based on the principle depth. A value of TAU0 = 0.005 is suggested for deeper water (greater than 10 m depth). For shallow water, TAU0 = 0.02 is recommended. If your domain includes both shallow and deep water, you may want to consider the varying quadratic option.

Timing Tab

ADCIRC Model Control dialog showing the '"Timing tab

Important parameters to be aware of:

  • Ramp Function Value – this value is a period of time, starting at the beginning of a simulation, that allows the full forcing of the tidal constituents to be gradually applied to the model. This prevents any issues or negative effects from occurring that could harm the results of a simulation.[1]
  • Reference time – You can use this to specify that the extracted tidal constituents are earlier or later than the start time of the simulation (see ADCIRC documentation Reftime).
  • Start Day – the start time of a project
  • Time Step – time interval between successive measurements
  • Run Time – total length of time a simulation is run
  • End Time – day when simulation should finish

Files Tab

This tab contains two spreadsheets. The first of which is concerned with the input information ADCIRC can use before a simulation is run. The user may toggle on or off any of the enabled input files by checking the checkbox in the Input column. Some of the more common input files that are used are:

  • Initial Water Level – provides initial water elevation levels


The second spreadsheet on this tab lists all of the possible output/solution files that ADCIRC can produce. This spreadsheet works similarly to the Input Files spreadsheet. A user may toggle on or off any of the output files listed by clicking in a checkbox in the Output column. Some of the files also require a start time, end time, or frequency to be specified for results to be produced. The start time and end time do not have to be the same as the start and end time of the entire simulation, but they do need to be somewhere within that time frame.

ADCIRC Model Control dialog showing the Files tab

Tidal/Harmonics Tab

ADCIRC Model Control dialog showing the Tidal/Harmonics tab

Tidal constituents are variations in tides that are created by different frequencies of astronomical forcing. They arise due to the gravitational influences of the Moon and Sun on the Earth, the tilt of the rotational axis of the Earth, the elliptical shape of the Moon's orbit around the Earth, the shape of the Earth's orbit around the Sun, and other such factors. Many constituents have been defined and are classified based on their cycle lengths. Most of the tidal constituents used in the ADCIRC interface of SMS are either diurnal (one cycle per day) or semidiurnal (two cycles per day) in nature. Harmonic constituents are those variations that have periods of less than half a day. For a table of commonly used constituents see Principal Tidal Constituents.[1]

SMS uses the following databases to provide the tidal constituent data to an ADCIRC simulation:

  • LeProvost – The LeProvost database is a set of *.legi files which provide amplitude and phase information. The LeProvost database can be downloaded at: sms.aquaveo.com/leprovost.zip.
    • An image of the LeProvost tidal database domain coverage can be found here – LeProvost Domain.png[2]
  • ADCIRC – The ADCIRC database includes a grid file and a harmonics file that uses an *.exe extractor to put information into SMS. The ADCIRC database can be downloaded at: sms.aquaveo.com/adcirctides.zip. More information about the ADCIRC database can be obtained at the ADCIRC web page: ADCIRC Tides Databases. The ADCIRC database is only valid for projections in North America.

The path to each database on your computer must be specified in the Preferences dialog by going to Edit|Preferences|File Locations. The two tidal constituent databases (LeProvost and ADCIRC) are only accessible if the SMS project has a global (not local) display projection. In the New Constituent dialog, the radio buttons that allow you to select either of these databases are either enabled or grayed out depending on the display projection setting.

Wind Tab

ADCIRC can model and compute wind velocities and stresses. The ADCIRC model is able to use wind data from a variety of different file types. The SMS interface is not able to read and create all of the available wind data file types. There are three types that SMS is able to read and create. Even though SMS does not read and create these other file types, it does tell ADCIRC that there is data there, where it is, and how to access it for a simulation to run correctly.

One of the parameters found in the fort.22 file (Single File Meteorological Forcing Input File) will tell a user which of the wind data file types SMS can read and create. The first parameter specified in the fort.22 file is called the NWS value. This value represents what type of wind data is in the file. It can range from 0 to 100+. SMS can read and create fort.22 files that are of the NWS value of 1, 2, or 5. All other values of the NWS value are only shown and directed to the ADCIRC model by SMS so that a simulation will run correctly.

ADCIRC Model Control dialog showing the Wind tab

Sediment Options Tab

This section of the SMS interface is still under development and is not fully functional. It will be updated sometime in the future.

ADCIRC Model Control dialog showing the Sediment Options tab

References

  1. ^ a b Militello, A., and Zundel, A. K. (1999). “Surface-water modeling system tidal constituents toolbox for ADCIRC,” Coastal Engineering Technical Note CETN IV-21, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
  2. ^ Le Provost, C., Genco, M. L., and Lyard, F. (1995). “Modeling and predicting tides over the World Ocean,” Quantitative Skill Assessment for Coastal Ocean Models, Coastal and Estuaring Studies, Vol. 47, pp 175-201.


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