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= Introduction =
TheThese example models have been developed to demonstrate the most common TUFLOW model design features and applications. This dataset is useful for experienced modellers wishing to further develop their skills, or looking for modelvia configurationdemonstration examples. Although the models are based on the TUFLOW tutorial model dataset, new users are encouraged to familiarise themselves with TUFLOW through the tutorials<u>[[Tutorial_Introduction page|Tutorial Model Introduction]]</u> before using this dataset ([[Tutorial_Model|TUFLOW Tutorial Models]]). Unlike the tutorials, this dataset does not include step-by-step instructions / documentation. Users of this dataset are expected to have a basic knowledge TUFLOW, and have suitable skills to open the model files by referencing the TUFLOW Control File (TCF) referenced in the feature catalogue list below. <br>
 
=Example Model Data=
The model data is available for download from the <u>https://downloads.tuflow.com/TUFLOW website/Wiki_Example_Models/TUFLOW_Example_Model_Dataset.zip</u><br>
The dataset only includes model input files. The models can be run to create simulation check and result files. Batch files (*.bat) for each of the example feature categories has been provided within the "runs" folder of the TUFLOW project. <br>
QGIS files: https://downloads.tuflow.com/TUFLOW/Wiki_Example_Models/Example_Model_Dataset_2020-10-AC.zip<br>
 
The download dataset only includes model input files to keep the file download to a manageable size. The models can be run to create simulation check and result files. Batch files (*.bat) for each of the example subcategories has been provided. Additional information on how to use and update batch files to execute multiple simulations is available here: [[Run_TUFLOW_From_a_Batch-file| Run TUFLOW From a Batch-file]].
If you are unfamiliar with using batch files, additional information explaining how to use them to execute multiple simulations is available here: <u>[[Run_TUFLOW_From_a_Batch-file| Run TUFLOW From a Batch-file]]</u>.
 
=Example Model Catalogue=
Below is a complete list of the example models:. This dataset uses TUFLOW HPC as the computational engine.
 
Click on the following shortcuts to skip directly to the targeted major feature category in the table below:<br>
{|class="wikitable" style="text-align: center;"
*<u>[[TUFLOW_Example_Models#Project Initiation| Project Initiation]]</u>
!colspan="4" style="background-color:#005581; font-weight:bold; color:white;"|Example Model Catalogue
*<u>[[TUFLOW_Example_Models#Model Units| Model Units]]</u>
|-
*<u>[[TUFLOW_Example_Models#Solver Options| Solver Options]]</u>
| colspan="2" | <b>Model Category</b>||<b>Description</b>||<b>Model Name</b>
*<u>[[TUFLOW_Example_Models#Output Options| Output Options]]</u>
*<u>[[TUFLOW_Example_Models#Boundary Condition Options| Boundary Condition Options]]</u> (Inflows, Outflows, Losses)
*<u>[[TUFLOW_Example_Models#Topography Features| Topography Features]]</u> (Static Updates, Dynamic Updates, Sub-Grid Sampling)
*<u>[[TUFLOW_Example_Models#Structures| Structures]]</u> (Bridges, Weirs, Culverts, Operational Controls)
*<u>[[TUFLOW_Example_Models#Multiple Domain Model Design| Multiple Domain Model Design]]</u> (2D/2D, 1D open channel / 2D floodplain, 1D pipe network / 2D floodplain)
*<u>[[TUFLOW_Example_Models#Bulk Simulation Management| Bulk Simulation Management]]</u>
*<u>[[TUFLOW_Example_Models#Advection Dispersion| Advection Dispersion]]</u>
*<u>[[TUFLOW_Example_Models#Non-Newtonian | Non-Newtonian]]</u>
*<u>[[TUFLOW_Example_Models#Mathematical Operations| Mathematical Operations]]</u>
 
{| class="wikitable" style="text-align:center;"
! colspan="4" style="position:sticky; top:0; background-color:#005581; font-weight:bold; color:white; z-index:2;" | Example Model Catalogue
|-
! colspan="2" style="position:sticky; top:2.2em; background-color:#fff; font-weight:bold; z-index:2;" | Model Category
! style="position:sticky; top:2.2em; background-color:#fff; font-weight:bold; z-index:2;" | Description
! style="position:sticky; top:2.2em; background-color:#fff; font-weight:bold; z-index:2;" | Model Name
|-
| colspan="2"| id="Project Initiation" | <b>Project Initiation</b>
| Write empty files
| Create_Empties.tcf
|-
 
|-
| rowspancolspan="2" colspanrowspan="2"| id="Model Units" |<b>Model Units</b>
| Basic 2D model (SI units - m)
| EG00_001.tcf
|-
| Basic 2D model (USAUS units - ft)
| EG00_002.tcf
|-
 
|-
| colspan="2" rowspan="78" colspanid="2Solver Options"| |<b>Solver Options</b>
| TUFLOW Classic
|Refer N/Ato - refer to<u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic exampleExample modelModel archive datasetArchive]]</u>
|-
| TUFLOW HPC - Sub-Grid Sampled (SGS) topography enabled
| EG01_002.tcf
|-
| TUFLOW HPC - Sub-Grid Sampled (SGS) topography disabled
| EG01_003.tcf
|-
| TUFLOW HPC - Multiple GPU cards
| EG01_004.tcf
|-
| TUFLOW HPC - Non-Newtonian flowViscosity (Wu Turbulence)
| EG01_005EG01_006.tcf
|-
| TUFLOW HPC - QuadtreeNewtonian Viscosity (Smagorinsky)
|EG01_007.tcf
| See Section EG13
|-
|TUFLOW HPC - Quadtree
| ESTRY
|See Section <u>[[TUFLOW_Example_Models#Multiple Domain Model Design| EG13]]</u>
| See Section EG11, EG12 and EG15
|-
|ESTRY
|See Section <u>[[TUFLOW_Example_Models#1D Culverts, Bridges, Weirs| EG11]]</u>, <u>[[TUFLOW_Example_Models#1D Operating Structures| EG12]]</u>, <u>[[TUFLOW_Example_Models#1D Pipe Network / 2D Floodplain Modelling| EG15]]</u>
|-
 
| colspan="2" rowspan="19" id="Output Options" |<b>Output Options</b>
|2D xmdf (binary time series) and grid (maximums) output
|EG02_001.tcf
|-
|Time and duration of inundation (Time Output Cut-off = Depth)
| rowspan="18" colspan="2"| Output Options
|EG02_002.tcf
| 2D xmdf (binary time series) and grid (maximums) output
| EG02_001.tcf
|-
| Time and duration of inundation (Time Output Cut-off = DepthVxD)
| EG02_002EG02_003.tcf
|-
| Time and duration of inundation (Time Output Cut-off = VxDHazard)
| EG02_003EG02_004.tcf
|-
|Gauge level map output interval control (2d_glo)
| Time and duration of inundation (Time Output Cut-off = Hazard)
| EG02_004EG02_005.tcf
|-
|2D SGS high resolution grid output
| Gauge level map output interval control (2d_glo)
|EG02_006.tcf
| TUFLOW Classic Only. Coming in a future TUFLOW HPC release
|-
| 2D SGS high resolution grid output with manual specification of output resolution
| EG02_006EG02_007.tcf
|-
|Output Zone (2d_oz)
| 2D SGS high resolution grid output with manual specification of output resolution
| EG02_007EG02_008.tcf
|-
|Write Restart File (See EG06_004.tcf for Read Restart File)
| Output Zone (2d_oz)
| EG02_008EG02_009.tcf
|-
|2D plot output (2d_po point, line and region)
| Write restart file(See EG06_004.tcf for Read Restart)
| EG02_009EG02_010.tcf
|-
|2D structure outputs
| 2D plot output (2d_po point, line and region)
| EG02_010EG02_011.tcf
|-
|2D Long Profile (2d_lp)
| 2D structure outputs
| EG02_011EG02_012.tcf
|-
|1D/2D Reporting locations - 1D river (1d_nwk), 2D floodplain
| 2D long Profile
|EG02_013.tcf
| TUFLOW Classic Only. Coming in a future TUFLOW HPC release
|-
| 1D/2D reportingReporting locations - 1D pipe network (1d_nwk), 2D floodplain
| EG02_013EG02_014.tcf
|-
|Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Depth)
| Translating gauge data information to catchment receptors
|EG02_015.tcf
| TUFLOW Classic Only. Coming in a future TUFLOW HPC release
|-
| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = DepthVelocity)
| EG02_015EG02_016.tcf
|-
| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = VelocityVxD)
| EG02_016EG02_017.tcf
|-
| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = VxDHazard)
| EG02_017EG02_018.tcf
|-
|Translating gauge data information to catchment receptors (Read GIS Objects)
| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Hazard)
| EG02_018EG02_019.tcf
 
|-
| rowspan="3852"| id="Boundary Condition Options" |<b>Boundary Condition Options</b>
| rowspan="1419"| id="Inflows" |<b>Inflows</b>
| 2D flow (m^3/s) vs time upstream inflow (2d_bc, QT)
| EG03_001.tcf
|-
| 2D head (m) vs time upstream inflow (2d_bc, HT)
| EG03_002.tcf
|-
| Internal catchment inflow (m^3/s)(2d_sa)
| EG03_003.tcf
|-
| Internal catchment rainfallinflow (m^3/s) with streamlines (2d_sa, 2d_strm)
| EG03_004.tcf
|-
| Internal catchment rainfall (mm) (2D_sa_rf2d_sa_rf)
| EG03_005.tcf
|-
| Direct rainfall (mm) (2D Global Rainfall)
| EG03_006.tcf
|-
| Direct rainfall (mm) (2D_rf2d_rf)
| EG03_007.tcf
|-
| Direct rainfall (mm) (Rainfall Control File - IDW)
| EG03_008.tcf
|-
| Direct rainfall (mm) (Rainfall Control File - TIN)
| EG03_009.tcf
|-
| Direct rainfall (mm) (Rainfall Control File - Poly)
| EG03_010.tcf
|-
| Direct rainfall (mm) (time varying gridded rainfall) - netcdf format
| EG03_011.tcf
|-
| Direct rainfall (mm) (time varying gridded rainfall) - flt format
| EG03_012.tcf
|-
|Direct rainfall (mm) (2d_rf) - negative rainfall
| 1D flow (m^3/s) vs time upstream inflow (1d_bc, QT)
| EG03_013.tcf
|-
|Direct 1D flowrainfall (m^3/s2d_rf) vs timeand internal inflowcatchment (1d_bc,rainfall QT(2d_sa_rf) for buildings
| EG03_014.tcf
|-
|HEC-DSS flow (m^3/s) vs time upstream inflow (2d_bc, QT)
| rowspan="4"| Outflows
|EG03_015.tcf
| 2D Stage discharge downstream boundary (2d_bc, HQ)
|-
| EG03_015.tcf
|HEC-DSS flow (m^3/s) vs time upstream inflow (2d_bc, QT, multiple events)
|EG03_016.tcf
|-
|1D flow (m^3/s) vs time upstream inflow (1d_bc, QT)
|EG14_001.tcf
|-
|1D flow (m^3/s) vs time internal inflow (1d_bc, QT)
|EG14_002.tcf
|-
|1D flow (m^3/s) vs time internal inflow to 1D pits (1d_bc, QT)
|EG14_003.tcf
|-
 
| rowspan="6" id="Outflows" |<b>Outflows</b>
|2D Automatic stage discharge downstream boundary (2d_bc, HQ)
|EG04_001.tcf
|-
|2D User-specified stage discharge downstream boundary (2d_bc, HQ)
|EG04_002.tcf
|-
|2D Stage time downstream boundary (2d_bc, HT)
| EG03_016EG04_003.tcf
|-
|1D StageAutomatic stage discharge downstream boundary (1d_bc, HQ)
| EG03_017EG04_004.tcf
|-
|1D User-specified stage discharge downstream boundary (1d_bc, HQ)
|EG04_005.tcf
|-
|1D Stage time downstream boundary (1d_bc, HT)
| EG03_018EG04_006.tcf
|-
 
| rowspan="19" id="Loss Options" |<b>Loss Options</b>
|Rainfall excess loss approach - IL/CL (Global loss applied via the TBC file)
|EG05_001.tcf
|-
|Rainfall excess loss approach - IL/CL (applied via the materials file)
| rowspan="14"| Loss Options
|EG05_002.tcf
| Rainfall excess loss approach - IL/CL (Global loss applied via the TBC file)
| EG04_001.tcf
|-
| Rainfall excessInfiltration loss approach - IL/CL (applied via the materials file)
| EG04_002EG05_003.tcf
|-
| Infiltration loss approach - IL/CL, porosity
| EG04_003EG05_004.tcf
|-
| Infiltration loss approach - IL/CL, porosity, initial moisture
| EG04_004EG05_005.tcf
|-
| Infiltration loss approach - IL/CLGreen Ampt (USDA soil type)
| EG04_005EG05_006.tcf
|-
| Infiltration loss approach - Green Ampt (USDA soil type), initial moisture
| EG04_006EG05_007.tcf
|-
| Infiltration loss approach - Green Ampt (USDA soil type), initial moisture, ponding
| EG04_007EG05_008.tcf
|-
| Infiltration loss approach - Green Ampt (USDAUser specified soil typeproperties)
| EG04_008EG05_009.tcf
|-
| Infiltration loss approach - Green Ampt (User specified soil properties), initial moisture
| EG04_009EG05_010.tcf
|-
| Infiltration loss approach - Green Ampt (User specified soil properties), initial moisture, ponding
| EG04_010EG05_011.tcf
|-
| Infiltration loss approach - Green Ampt (User specified soil properties)Horton
| EG04_011EG05_012.tcf
|-
| Infiltration loss approach - Horton, porosity
| EG04_012EG05_013.tcf
|-
| Infiltration loss approach - Horton, porosity, initial moisture
| EG04_013EG05_014.tcf
|-
|Groundwater - no horizontal infiltration
| Infiltration loss approach - Horton
| EG04_014EG05_015.tcf
|-
|Groundwater - 1 soil layer, horizontal hydraulic conductivity
| rowspan="6"| Other
|EG05_016.tcf
| Spatially varied initial water level commands (2d_iwl)
| EG06_001.tcf
|-
|Groundwater - 2 soil layers, horizontal hydraulic conductivity
| Spatially varied initial water level commands (Grid 2d_iwl)
| EG06_002EG05_017.tcf
|-
|Groundwater 2Dlevel pumpversus time downstream boundary (2d_bc, SHGT)
| EG06_003EG05_018.tcf
|-
|Groundwater linking to 1D
| Read Restart File (See EG02_009.tcf for Write Restart)
| EG06_004EG05_019.tcf
|-
 
| Groundwater
| rowspan="8" id="Other" |<b>Other</b>
| Future release
|Spatially varied initial water level commands (2d_iwl)
|EG06_001.tcf
|-
|Spatially varied initial water level commands (Grid 2d_iwl)
| Dynamic Topography Options (Dam / Levee Failure)
|EG06_002.tcf
| See Section EG08
|-
|2D pump (2d_bc, SH)
|EG06_003.tcf
|-
|Read Restart File (See EG02_009.tcf for Write Restart File)
|EG06_004.tcf
|-
|Storage Reduction Factor (global specification)
|EG06_005.tcf
|-
|Storage Reduction Factor (2d_srf) (location specific update)
|EG06_006.tcf
|-
|External Stress - Wind (global specification)
|EG06_007.tcf
|-
|Dynamic Topography Options (Dam / Levee Failure)
|See Section <u>[[TUFLOW_Example_Models#Dynamic Topography Updates| EG08]]</u>
 
|-
| rowspan="28" id="Topography Features" |<b>Topography Features</b>
| rowspan="12" id="Static Topography Updates" |<b>Static Topography Updates</b>
|Cell resolution change
|EG07_001.tcf
|-
|Thin breakline topography update (2d_zsh_L, 2d_zsh_P)
|EG07_002.tcf
|-
|Thick breakline topography update (2d_zsh_L, 2d_zsh_P)
|EG07_003.tcf
|-
|Gully (Min) breakline topography update (2d_zsh_L, 2d_zsh_P)
|EG07_004.tcf
|-
|Ridge (Max) breakline topography update (2d_zsh_L, 2d_zsh_P)
|EG07_005.tcf
|-
|Region update - Absolute value change, No merge (2d_zsh_R)
|EG07_006.tcf
|-
|Region update - Relative value change, No merge (2d_zsh_R)
|EG07_007.tcf
|-
|Region update - Absolute value change, Partial merge (2d_zsh_R, 2d_zsh_P)
|EG07_008.tcf
|-
|Region update - Feature removal (2d_zsh_R)
|EG07_009.tcf
|-
|Advanced topography update - TIN (2d_ztin_R, 2d_ztin_P)
|EG07_010.tcf
|-
|Advanced topography update - TIN (2d_ztin_R, 2d_ztin_L, 2d_ztin_P)
|EG07_011.tcf
|-
|Depth varying Manning's n
|EG07_012.tcf
|-
| rowspan="13" id="Dynamic Topography Updates" |<b>Dynamic Topography Options (Dam / Levee Failure)</b>
|2D embankment failure - Time trigger, linear evolution
|EG08_001.tcf
|-
|2D embankment failure - Time trigger, non-linear evolution
|EG08_002.tcf
|-
|2D embankment failure - Water level trigger, linear evolution
|EG08_003.tcf
|-
|2D embankment failure - Water level trigger, non-linear evolution
|EG08_004.tcf
|-
|2D embankment failure - Water level difference trigger, linear evolution
|EG08_005.tcf
|-
|2D embankment failure - Water level difference trigger, non-linear evolution
|EG08_006.tcf
|-
|2D flood barrier reinstatement - Time trigger
|EG08_007.tcf
|-
|2D flood barrier reinstatement - Water level trigger
|EG08_008.tcf
|-
|2D flood barrier reinstatement - Water level difference trigger
|EG08_009.tcf
|-
|1D piping failure transitioning to 1D dam failure - Time trigger
|EG08_010.tcf
|-
|1D dam failure - Time trigger
|EG08_011.tcf
|-
|1D piping failure transitioning to 1D dam failure - Water level trigger
|EG08_012.tcf
|-
|1D dam failure - Water level trigger
|EG08_013.tcf
|-
| rowspan="3" id="Sub Grid Sampling" |<b>Sub Grid Sampling</b>
|Breakline detection delta tool
|EG09_001.tcf
|-
|2D SGS high resolution grid output
|EG09_002.tcf
|-
|2D SGS high resolution grid output with manual specification of output resolution
|EG09_003.tcf
|-
| rowspan="37" id="Structures" |<b>Structures</b>
| rowspan="9" id="2D Structures" |<b>2D Structures</b>
|Bridge (2d_fc)
|Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
|-
|Bridge (2d_fcsh)
|Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
|-
|Bridge - horizontal deck (2d_lfcsh)
|EG10_003.tcf
|-
|Bridge - variable deck form geometry (2d_lfcsh)
|EG10_004.tcf
|-
|Bridge - horizontal deck (2d_bg)
|EG10_005.tcf
|-
|2D weir coefficient change (global specification)
|EG10_006.tcf
|-
|2D weir coefficient change (location specific update)
|EG10_007.tcf
|-
|Bridge (2d_bg) - horizontal deck, auto superstructure FLC
|EG10_008.tcf
|-
|Fences (2d_lfcsh)
|EG10_009.tcf
|-
 
| rowspan="14" id="1D Structures" |<b>1D Structures</b>
|1D culverts - Circular and Box type. SX point, line and region 1D/2D examples
|EG11_001.tcf
|-
|1D culverts - Irregular shape (e.g. Arch)
|EG11_002.tcf
|-
|1D culverts - Unidirectional structures (flapgate) (1d_nwk)
|EG11_003.tcf
|-
|1D culverts - ARR2019 blockage matrix (1d_nwk)
|EG11_~e1~_~e2~_004.tcf
|-
|1D M channel - User defined flow matrix (1d_nwk)
|EG11_005.tcf
|-
|1D Q channel - Upstream Depth-Discharge Relationship (1d_nwk)
|EG11_006.tcf
|-
|Bridge (1d_nwk)
|EG11_007.tcf
|-
|Weir (1d_nwk)
|EG11_008.tcf
|-
|Pump (1d_nwk) - pump curve
|EG11_009.tcf
|-
|Sluice gate (1d_nwk)
|EG11_010.tcf
|-
|Gated spillway (1d_nwk)
|EG11_011.tcf
|-
|Arch bridge (1D), no orifice flow
|EG11_012.tcf
|-
|Arch bridge (1D), orifice flow enabled
|EG11_013.tcf
|-
|Arch bridge (1D), orifice flow enabled with calibration factor
|EG11_014.tcf
|-
 
| rowspan="14" id="1D Operating Structures" |<b>1D Operating Structures</b>
|Pump operational (1d_nwk) - time trigger
|EG12_001.tcf
|-
|Pump operational - 1D water level trigger (1d_nwk)
|EG12_002.tcf
|-
|Pump operational - 2D water level trigger (1d_nwk)
|EG12_003.tcf
|-
|Pump operational - Depth above structure invert trigger (1d_nwk)
|EG12_004.tcf
|-
|Q flow matrix - Operation based on water level trigger (1d_nwk)
|EG12_005.tcf
|-
|Q flow matrix - Operation based on water level trigger and time delay (1d_nwk)
|EG12_006.tcf
|-
|Sluice gate operational - Time trigger (simulation time) (1d_nwk)
|EG12_007.tcf
|-
|Sluice gate operational - Water level trigger(1d_nwk)
|EG12_008.tcf
|-
|Gated spillway operational - Time trigger (Day) (1d_nwk)
|EG12_009.tcf
|-
|Gated spillway operational - Water level trigger (1d_nwk)
|EG12_010.tcf
|-
|Coordinated operation (multiple interacting structures) - Pump and Gated Spillway
|EG12_011.tcf
|-
|Coordinated operation controlled by status of another structure
|EG12_012.tcf
|-
|Pump operational (1d_nwk) - pump curve
|EG12_013.tcf
|-
|Pump operational (1d_nwk) - Time stamp after water level trigger
|EG12_014.tcf
|-
 
| rowspan="17" id="Multiple Domain Model Design" |<b>Multiple Domain Model Design</b>
| rowspan="5" id="2D/2D Modelling" |<b>2D/2D Modelling</b>
|TUFLOW HPC - Quadtree: Sample target distance
|EG13_001.tcf
|-
|TUFLOW HPC - Quadtree: Sample frequency nesting
|EG13_002.tcf
|-
|TUFLOW HPC - Quadtree: Memory efficient pre-processing
|EG13_003.tcf
|-
|TUFLOW HPC - Quadtree: Sample frequency
|EG13_004.tcf
|-
|TUFLOW Classic - M2D
|Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
|-
| rowspan="1" id="1D Open Channel / 2D Floodplain Modelling" |<b>1D Open Channel / 2D Floodplain Modelling</b>
|1D river (1d_nwk), 2D floodplain
|EG14_001.tcf
|-
 
| rowspan="11" id="1D Pipe Network / 2D Floodplain Modelling" |<b>1D Pipe Network / 2D Floodplain Modelling</b>
|1D pipe network (1d_nwk), 2D floodplain, 2d_sa_rf inflow (mm) to 1D pits
|EG15_000.tcf
|-
|1D pipe network (1d_nwk), 2D floodplain, 2d_sa inflow (m^3/s) to 1D pits
|EG15_001.tcf
|-
|1D pipe network (1d_nwk), 2D floodplain, 2d_rf direct rainfall
|EG15_002.tcf
|-
|1D pipe network (1d_nwk), 2D / 2D floodplain quadtree
|EG15_003.tcf
|-
|1D pipe network (1d_nwk), manually specified manholes (1d_mh), 2D floodplain
|EG15_004.tcf
|-
|1D pipe network (1d_nwk), non-default (fixed) manhole loss method, 2D floodplain
|EG15_005.tcf
|-
|1D pipe network (1d_nwk), localised manually specified manhole losses, 2D floodplain
|EG15_006.tcf
|-
|1D virtual pipes, 2D floodplain
|EG15_007.tcf
|-
|1D virtual pipes connected to 1D pipe network (trunk drainage line), 2D floodplain
|EG15_008.tcf
|-
|1D storage tank (1d_na)
|EG15_009.tcf
|-
|1D storage tank (1d_nwk)
|EG15_010.tcf
|-
 
| rowspan="6" id="Bulk Simulation Management" |<b>Bulk Simulation Management</b>
| rowspan="6" id="Scenario / Event Management" |<b>Scenario / Event Management</b>
|Scenario (single)
|EG16_~s1~_001.tcf
|-
|Scenario (multiple)
|EG16_~s1~_~s2~_002.tcf
|-
|Set Variable
|EG16_~s1~_~s2~_003.tcf
|-
|Event (single)
|EG16_~e1~_004.tcf
|-
|Event (multiple)
|EG16_~e1~_~e2~_005.tcf
|-
|Scenario (multiple), Event (multiple), Set Variable
|EG16_~s1~_~s2~_~e1~_~e2~_006.tcf
|-
 
| rowspan="10" id="Other" |<b>Other</b>
| rowspan="3" id="Advection Dispersion" |<b>Advection Dispersion</b>
|Advection Dispersion
|EG17_001.tcf
|-
|Advection Dispersion with settling
|EG17_002.tcf
|-
|Advection Dispersion with decay
|EG17_003.tcf
|-
| rowspan="2" id="Non-Newtonian" |<b>Non-Newtonian</b>
|Non-newtonian viscosity
|EG18_001.tcf
|-
|Non-newtonian mixing (dam failure scenario)
|EG18_002.tcf
|-
| rowspan="5" id="Mathematical Operations" |<b>Mathematical Operations</b>
|Unit Conversion
|EG19_001.tcf
|-
|Using Variables
|EG19_~e1~_~e2~_002.tcf
|-
|Adjust Event Variables
|EG19_~e1~_~e2~_003.tcf
|-
|Apply Loss Factors
|EG19_~e1~_~e2~_004.tcf
|-
|Logic Control
|EG19_005.tcf
|}
 
=Archive Dataset=
Historic example model datasets can be accessed via the following link: <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>.
 
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