UNTRIM: Difference between revisions
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* please refer to $PROGHOME/examples/untrim/ | * please refer to $PROGHOME/examples/untrim/ |
Latest revision as of 10:19, 12 December 2022
Basic Information
Name of Program
UNTRIM
Version-Date
2.x / April 2005
Description-Date
November 2013
Catchwords
numerical simulation
finite difference method
finite volume method
unstructured orthogonal grid
two-dimensional, three-dimensional
unsteady, non-linear
hydrostatic, non-hydrostatic
reynoldsaveraged Navier Stokes equations (RANS)
tidal dynamics (long waves)
wave propagation (short waves, wave spectrum)
transport of conservative tracers (salt, temperature, suspended sediments)
numerical method UNTRIM
morphodynamic sub-model SEDIMORPH
portable SMP-programming using OpenMP
Short Description of Functionality
Method
The three-dimensional finite difference / finite volume numerical model UNTRIM can be used to simulate flow and transport processes in different free-surface flow problems. In contrast to conventional finite difference methods UnTRIM is able to operate on an unstructured orthogonal grid.
Physical Processes
The following physical processes are currently taken into account by UNTRIM:
- reynoldsaveraged Navier-Stokes equations (RANS)
- local acceleration (inertia)
- advective acceleration
- Coriolis acceleration
- barotropic pressure gradient
- baroclinic pressure gradient
- hydrostatic or non-hydrostatic pressure
- horizontal turbulent viscosity
- vertical turbulent viscosity influenced by density stratification
- bottom friction
- wind friction
- sources and sinks
- transport of tracers
- local rate of change of concentration
- advective rate of change of concentration
- optional flux limiter : Minmod, van Leer or Superbee
- horizontal turbulent diffusivity
- vertical turbulent diffusivity influenced by density stratification
- settling of particles, deposition and erosion (for suspended sediments)
- sources and sinks
- sinks with immediate return inflow at a different location, with optional modification of inflow-temperature as well as -salinity
Computational Results
- free surface elevation
- current velocity
- concentration of tracers (e.g. salinity, temperature, suspended load)
- vertical turbulent eddy-viscosity
- hydrodynamic pressure
- water density
If a three-dimensional simulation is carried through the depth-averaged results are also computed in addition to the three-dimensional ones.
Validation Document
A PDF-version of the validation document is freely available for download:
- (approx. 1.2 MB) UNTRIM standard validation document
additional physical sub-models The numerical method UnTRIM is coupled to the following (independent) physical sub-models:
- morphodynamic computational package SediMorph: for details please refer to sedimorph.dat.
- spectral wave model k-model: for details please refer k_model.dat
Input-Files
- main input data (filetype untrim_main.dat).
- Hydrodynamics and Salt Transport (filetype untrim_hyd.dat);
- Atmosphere (filetype untrim_atm.dat);
- Bedload-Transport (filetype untrim_bed.dat);
- Equation of State (filetype untrim_eqs.dat);
- Morphodynamic Evolution (filetype untrim_mor.dat);
- Suspended Sediment Transport (filetype untrim_sus.dat);
- Wind Waves (filetype untrim_wav.dat).
Notice: further input files can be found on the file description pages of the aforementioned files.
Output-Files
the number and type of result files does mainly depend on the output parameters chosen for the different physical sub models. Typically the following types of files will be generated:
- file with modified computational grid (filetype untrim_grid.dat);
- Notice: this (modified) system file must be used during postprocessing of computational results in the overall domain;
- (optional) file with modified profile topography (filetype profil05.bin);
- Notice: this (modified) profile topography must be used during postprocessing of computational results along profiles;
- (optional) system file for specific locations (filetype location_grid.dat);
- Notice: this system file must be used for postprocessing of results generated for specific locations.
- (optional) computational results for the overall domain, at specific locations or along profiles (filetype dirz.bin.r, dirz.bin.i and dirz.bin);
- (optional) restart files, which are necessary for a later continuation of the simulation (filetype dirz.bin.r, dirz.bin.i and dirz.bin);
- (optional) informative printer file (Dateityp untrim_main.sdr);
- (optional) trace of program execution (filetype untrim_main.trc).
- message file (filetype untrim.msg); parts of this file can be visualised and processed using UNTRIMMONITOR.
Methodology
please refer to documentation/literature
Program(s) to run before this Program
GRIDCONVERT, GVIEW2D, JANET, RSMERGE, TICLQ2, TOUTR, UTRRND
Program(s) to run after this Program
ABDF, ADCP2PROFILE, DIDAMERGE, DIDAMINTQ, DIDAMINTZ, DIDARENAME, DIDASPLIT, ENERF, GRIDCONVERT, GVIEW2D, HVIEW2D, IO_VOLUME, LQ2PRO, NCVIEW2D, PARTRACE, PGCALC, PLOTPROFILZEIT, PLOTTS, QUICKPLOT, RSMERGE, TIMESHIFT, UNS, UNTRIMMONITOR, VTDK, VVIEW2D, XTRDATA, XTRLQ2, ZEITR
Additional Information
Language
Fortran90
Additional software
-
Original Version
Maintenance
Documentation/Literature
- please refer to $PROGHOME/examples/untrim/
- ./BSP_becken_src_snk/ : example files for a closed basin with one sink and one source.
- ./BSP_becken_wind/ : example files for wind influence on water level elevation and current velocity in a closed basin.
- ./BSP_hafen/ : example files for wave propagation in a harbour basin.
- ./BSP_kanal_w_gradient/ : example files for a straight channel with constant water level gradient;
- ./BSP_kanal_w_inflow/ : example files for a straight channel with constant inflow (discharge).
- ./BSP_kanal_salt_heat/ : example files for a straight channel with outtake-inflow situation, additionally taking alterations of inflow-temperature and -salinity into account.
- ./BSP_soliton / : propagation of a solitary wave in a straight wave channel.
- Casulli, Vincenzo and Roy A. Walters (2000), An unstructured, three-dimensional model based on the shallow water equations, International Journal for Numerical Methods in Fluids 2000, 32: 331 - 348.
- see also numerical model UNTRIM.
back to Program Descriptions