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COMPUTING

 
Computing facilities consist of a local network of approximately 40 PCs and 10 Unix Work stations continuously connected to the internet.  The software used at WRL, including the extensive range of numerical models are shown below.

 
Hydrodynamic Models  
RMA-2 Depth averaged, finite element, unsteady hydrodynamic model.
RMA-10 3D, finite element hydrodynamic and water quality model.
HEC-RAS 1D steady hydrodynamic model
RUBICON Quasi 2D unsteady hydrodynamic model, forerunner to MIKE 11.
MIKE 11 Quasi 2D unsteady hydrodynamic model.
EXTRAN Quasi 2D hydrodynamic model suited to modelling closed conduit and open channel drainage networks.

Water Quality Models
 
RMA-11 2D/3D, finite element water quality model.
SWMM Urban drainage catchment runoff and water quality/quantity model.
HSPF Rural catchment runoff and water quality model.
3D-RWALK Random walk 2D and 3D water quality model(works in RMA-2&10).
WASP-4 Quasi 2D stream flow water quality model.
QUAL-2E 2D estuarine water quality model.
STORM Urban and rural catchment overflow and water quality.
CE-QUAL-RIVI Water quality model for rivers.
RECOVERY Water quality model to predict temporal response to contaminated sediment.

Sediment Transport Models
 
RMA-11 2D/3D, finite element sediment transport model.
UNIBEST Simulating longshore and cross-shore sediment transport.
SBEACH Cross-shore sediment transport model.
DUNED Adaptation of Vellinga’s (1986) storm erosion model.
PAV Examine the impact of coastal erosion on beach profile
HEC-6 Sediment transport and sedimentation.
GENESIS Shoreline change model, based on temporal and spatial differences in longshore transport caused by breaking waves.

Wave Models
 
SHALWV A full spectral wave model ideal for examining inshore wave climates that result from offshore wave climate (part of CMS).
RCPWAVE A short wave open coast model (part of SMS).     
SWAN A full spectral wave model suitable for wind generated waves and refraction
HINDCAST In-house wave prediction program based on the SPM (1984) method.
WAVEREF In-house finite difference wave shoaling and refraction model.
REF/DIF Combined shoaling, refraction and diffraction finite difference model.
REFRACT Shoaling and refraction finite difference model for linear and non-linear waves.
ADFA1 Directional wave spectral finite difference model, able to simulate wave generation, shoaling, refraction, bottom friction, breaking and associated energy dissipation as well as non linear wave interaction.
BERKHOFF In house finite difference shoaling and diffraction model.
CMS A free surface wave modelling suite.

Rainfall Runoff Models
 
WBNM Boyd’s Watershed Bounded Network Model for runoff routing.
CWSUH Cordery & Webb’s Synthetic Unit Hydrograph model for runoff routing on small catchments.
ILSAX Urban stormwater drainage design and evaluation program.
RORB A general runoff and stream flow routing program which calculates hydrographs from rainfall and other channel inputs.
PULS Reservoir routing program
QHEAD Culvert program.
CULVERT Steady state culvert calculations.
RARE ARR87 design rainfall program.
HEC-1 Hydrologic analysis.

Groundwater Models 
 
SUTRA 2D finite element groundwater model.
MODFLOW 3D finite element groundwater model.
ERMAPPER Remote sensing interpretation package.
FEFLOW 3D finite element groundwater model

 
 
 
 


www.wrl.unsw.edu.au
Director : Dr W. L. Peirson
Deputy Director Research : Dr I. L. Turner
Manager : Mr B. M. Miller
Water Research Laboratory
King St, Manly Vale, 2093, Sydney, Australia
Phone : +61 2 9949 4488 Fax : +61 2 9949 4188