Difference between revisions of "TUFLOW Example Models"

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= Introduction =
+
=Introduction=
 
These 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 via demonstration examples. Although the models are based on the TUFLOW tutorial model dataset, new users are encouraged to familiarise themselves with TUFLOW through the <u>[[Tutorial_Introduction |Tutorial Model Introduction]]</u> before using this dataset. 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>
 
These 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 via demonstration examples. Although the models are based on the TUFLOW tutorial model dataset, new users are encouraged to familiarise themselves with TUFLOW through the <u>[[Tutorial_Introduction |Tutorial Model Introduction]]</u> before using this dataset. 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>
  
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Click on the following shortcuts to skip directly to the targeted major feature category in the table below:<br>
 
Click on the following shortcuts to skip directly to the targeted major feature category in the table below:<br>
−
* <u>[[TUFLOW_Example_Models#Project Initiation| Project Initiation]]</u>
+
*<u>[[TUFLOW_Example_Models#Project Initiation| Project Initiation]]</u>
−
* <u>[[TUFLOW_Example_Models#Model Units| Model Units]]</u>
+
*<u>[[TUFLOW_Example_Models#Model Units| Model Units]]</u>
−
* <u>[[TUFLOW_Example_Models#Solver Options| Solver Options]]</u>
+
*<u>[[TUFLOW_Example_Models#Solver Options| Solver Options]]</u>
−
* <u>[[TUFLOW_Example_Models#Output Options| Output Options]]</u>
+
*<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#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#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#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#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#Bulk Simulation Management| Bulk Simulation Management]]</u>
−
* <u>[[TUFLOW_Example_Models#Advection Dispersion| Advection Dispersion]]</u>
+
*<u>[[TUFLOW_Example_Models#Advection Dispersion| Advection Dispersion]]</u>
 +
*<u>[[TUFLOW_Example_Models#Non-Newtonian | Non-Newtonian]]</u>
  
−
{|class="wikitable" style="text-align: center;"
+
{| class="wikitable" style="text-align: center;"
−
!colspan="4" style="background-color:#005581; font-weight:bold; color:white;"|Example Model Catalogue
+
! colspan="4" style="background-color:#005581; font-weight:bold; color:white;" |Example Model Catalogue
 
|-
 
|-
−
| colspan="2" | <b>Model Category</b>||<b>Description</b>||<b>Model Name</b>
+
| colspan="2" |<b>Model Category</b>||<b>Description</b>||<b>Model Name</b>
  
 
|-
 
|-
−
| colspan="2" id="Project Initiation" | <b>Project Initiation</b>
+
| colspan="2" id="Project Initiation" |<b>Project Initiation</b>
−
| Write empty files  
+
|Write empty files
−
| Create_Empties.tcf
+
|Create_Empties.tcf
 
|-
 
|-
  
 
|-
 
|-
−
| rowspan="2" colspan="2" id="Model Units" | <b>Model Units</b>
+
| colspan="2" rowspan="2" id="Model Units" |<b>Model Units</b>
−
| Basic 2D model (SI units - m)
+
|Basic 2D model (SI units - m)
−
| EG00_001.tcf
+
|EG00_001.tcf
 
|-
 
|-
−
| Basic 2D model (US units - ft)
+
|Basic 2D model (US units - ft)
−
| EG00_002.tcf
+
|EG00_002.tcf
 
|-
 
|-
  
 
|-
 
|-
−
| rowspan="7" colspan="2" id="Solver Options" | <b>Solver Options</b>
+
| colspan="2" rowspan="8" id="Solver Options" |<b>Solver Options</b>
−
| TUFLOW Classic
+
|TUFLOW Classic
−
| Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
+
|Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
 
|-
 
|-
−
| TUFLOW HPC - Sub-Grid Sampled (SGS) topography enabled
+
|TUFLOW HPC - Sub-Grid Sampled (SGS) topography enabled
−
| EG01_002.tcf
+
|EG01_002.tcf
 
|-
 
|-
−
| TUFLOW HPC - Sub-Grid Sampled (SGS) topography disabled
+
|TUFLOW HPC - Sub-Grid Sampled (SGS) topography disabled
−
| EG01_003.tcf
+
|EG01_003.tcf
 
|-
 
|-
−
| TUFLOW HPC - Multiple GPU cards
+
|TUFLOW HPC - Multiple GPU cards
−
| EG01_004.tcf
+
|EG01_004.tcf
 
|-
 
|-
−
| TUFLOW HPC - Non-Newtonian flow
+
|TUFLOW HPC - Newtonian Viscosity (Wu Turbulence)
−
| EG01_005.tcf
+
|EG01_006.tcf
 
|-
 
|-
−
| TUFLOW HPC - Quadtree
+
|TUFLOW HPC - Newtonian Viscosity (Smagorinsky)
−
| See Section <u>[[TUFLOW_Example_Models#Multiple Domain Model Design| EG13]]</u>
+
|EG01_007.tcf
 
|-
 
|-
−
| ESTRY
+
|TUFLOW HPC - Quadtree
−
| 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>
+
|See Section <u>[[TUFLOW_Example_Models#Multiple Domain Model Design| EG13]]</u>
 
|-
 
|-
−
| rowspan="15" colspan="2" id="Output Options" | <b>Output Options</b>
+
|ESTRY
−
| 2D xmdf (binary time series) and grid (maximums) output
+
|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>
−
| EG02_001.tcf
 
 
|-
 
|-
−
| Time and duration of inundation (Time Output Cut-off = Depth)
+
 
−
| EG02_002.tcf
+
| 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)
 +
|EG02_002.tcf
 +
|-
 +
|Time and duration of inundation (Time Output Cut-off = VxD)
 +
|EG02_003.tcf
 
|-
 
|-
−
| Time and duration of inundation (Time Output Cut-off = VxD)
+
|Time and duration of inundation (Time Output Cut-off = Hazard)
−
| EG02_003.tcf
+
|EG02_004.tcf
 
|-
 
|-
−
| Time and duration of inundation (Time Output Cut-off = Hazard)
+
|Gauge level map output interval control (2d_glo)
−
| EG02_004.tcf
+
|EG02_005.tcf
 
|-
 
|-
−
| 2D SGS high resolution grid output
+
|2D SGS high resolution grid output
−
| EG02_006.tcf
+
|EG02_006.tcf
 
|-
 
|-
−
| 2D SGS high resolution grid output with manual specification of output resolution
+
|2D SGS high resolution grid output with manual specification of output resolution
−
| EG02_007.tcf
+
|EG02_007.tcf
 
|-
 
|-
−
| Output Zone (2d_oz)
+
|Output Zone (2d_oz)
−
| EG02_008.tcf
+
|EG02_008.tcf
 
|-
 
|-
−
| Write Restart File(See EG06_004.tcf for Read Restart File)
+
|Write Restart File(See EG06_004.tcf for Read Restart File)
−
| EG02_009.tcf
+
|EG02_009.tcf
 
|-
 
|-
−
| 2D plot output (2d_po point, line and region)
+
|2D plot output (2d_po point, line and region)
−
| EG02_010.tcf
+
|EG02_010.tcf
 
|-
 
|-
−
| 2D structure outputs
+
|2D structure outputs
−
| EG02_011.tcf
+
|EG02_011.tcf
 
|-
 
|-
−
| 1D/2D reporting locations
+
|2D Long Profile
−
| EG02_013.tcf
+
|EG02_012.tcf
 
|-
 
|-
−
| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Depth)
+
|1D/2D Reporting locations - 1D river (1d_nwk), 2D floodplain
−
| EG02_015.tcf
+
|EG02_013.tcf
 
|-
 
|-
−
| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Velocity)
+
|1D/2D Reporting locations - 1D pipe network (1d_nwk), 2D floodplain
−
| EG02_016.tcf
+
|EG02_014.tcf
 
|-
 
|-
−
| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = VxD)
+
|Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Depth)
−
| EG02_017.tcf
+
|EG02_015.tcf
 
|-
 
|-
−
| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Hazard)
+
|Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Velocity)
−
| EG02_018.tcf
+
|EG02_016.tcf
 +
|-
 +
|Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = VxD)
 +
|EG02_017.tcf
 +
|-
 +
|Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Hazard)
 +
|EG02_018.tcf
 +
|-
 +
|Translating gauge data information to catchment receptors (Read GIS Objects)
 +
|EG02_019.tcf
  
 
|-
 
|-
−
| rowspan="41" id="Boundary Condition Options" | <b>Boundary Condition Options</b>
+
| rowspan="50" id="Boundary Condition Options" |<b>Boundary Condition Options</b>
−
| rowspan="15" id="Inflows" | <b>Inflows</b>
+
| rowspan="18" id="Inflows" |<b>Inflows</b>
−
| 2D flow (m^3/s) vs time upstream inflow (2d_bc, QT)
+
|2D flow (m^3/s) vs time upstream inflow (2d_bc, QT)
−
| EG03_001.tcf
+
|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 inflow (m^3/s) with streamlines (2d_sa)
 +
|EG03_004.tcf
 
|-
 
|-
−
| 2D head (m) vs time upstream inflow (2d_bc, HT)
+
|Internal catchment rainfall (mm) (2d_sa_rf)
−
| EG03_002.tcf
+
|EG03_005.tcf
 
|-
 
|-
−
| Internal catchment inflow (m^3/s)(2d_sa)
+
|Direct rainfall (mm) (2D Global Rainfall)
−
| EG03_003.tcf
+
|EG03_006.tcf
 
|-
 
|-
−
| Internal catchment inflow (m^3/s) with streamlines (2d_sa)
+
|Direct rainfall (mm) (2d_rf)
−
| EG03_004.tcf
+
|EG03_007.tcf
 
|-
 
|-
−
| Internal catchment rainfall (mm) (2D_sa_rf)
+
|Direct rainfall (mm) (Rainfall Control File - IDW)
−
| EG03_005.tcf
+
|EG03_008.tcf
 
|-
 
|-
−
| Direct rainfall (mm) (2D Global Rainfall)
+
|Direct rainfall (mm) (Rainfall Control File - TIN)
−
| EG03_006.tcf
+
|EG03_009.tcf
 
|-
 
|-
−
| Direct rainfall (mm) (2D_rf)
+
|Direct rainfall (mm) (Rainfall Control File - Poly)
−
| EG03_007.tcf
+
|EG03_010.tcf
 
|-
 
|-
−
| Direct rainfall (mm) (Rainfall Control File - IDW)
+
|Direct rainfall (mm) (time varying gridded rainfall) - netcdf format
−
| EG03_008.tcf
+
|EG03_011.tcf
 
|-
 
|-
−
| Direct rainfall (mm) (Rainfall Control File - TIN)
+
|Direct rainfall (mm) (time varying gridded rainfall) - flt format
−
| EG03_009.tcf
+
|EG03_012.tcf
 
|-
 
|-
−
| Direct rainfall (mm) (Rainfall Control File - Poly)
+
|Direct rainfall (mm) (2d_rf) - negative rainfall
−
| EG03_010.tcf
+
|EG03_013.tcf
 
|-
 
|-
−
| Direct rainfall (mm) (time varying gridded rainfall) - netcdf format
+
|Direct rainfall (2d_rf) and internal catchment rainfall (2d_sa_rf) for buildings
−
| EG03_011.tcf
+
|EG03_014.tcf
 
|-
 
|-
−
| Direct rainfall (mm) (time varying gridded rainfall) - flt format
+
|HEC-DSS flow (m^3/s) vs time upstream inflow (2d_bc, QT)
−
| EG03_012.tcf
+
|EG03_015.tcf
 
|-
 
|-
−
| Direct rainfall (mm) (2D_rf) - negative rainfall
+
|1D flow (m^3/s) vs time upstream inflow (1d_bc, QT)
−
| EG03_013.tcf
+
|EG14_001.tcf
 
|-
 
|-
−
| 1D flow (m^3/s) vs time upstream inflow (1d_bc, QT)
+
|1D flow (m^3/s) vs time internal inflow (1d_bc, QT)
−
| EG14_001.tcf
+
|EG14_002.tcf
 
|-
 
|-
−
| 1D flow (m^3/s) vs time internal inflow (1d_bc, QT)
+
|1D flow (m^3/s) vs time internal inflow to 1D pits (1d_bc, QT)
−
| EG14_002.tcf
+
|EG14_003.tcf
 
|-
 
|-
  
−
| rowspan="4" id="Outflows" | <b>Outflows</b>
+
| rowspan="6" id="Outflows" |<b>Outflows</b>
−
| 2D Stage discharge downstream boundary (2d_bc, HQ)
+
|2D Automatic stage discharge downstream boundary (2d_bc, HQ)
−
| EG04_001.tcf
+
|EG04_001.tcf
 +
|-
 +
|2D User-specified stage discharge downstream boundary (2d_bc, HQ)
 +
|EG04_002.tcf
 
|-
 
|-
 
|2D Stage time downstream boundary (2d_bc, HT)
 
|2D Stage time downstream boundary (2d_bc, HT)
−
| EG04_002.tcf
+
|EG04_003.tcf
 
|-
 
|-
−
|1D Stage discharge downstream boundary (1d_bc, HQ)
+
|1D Automatic stage discharge downstream boundary (1d_bc, HQ)
−
| EG04_003.tcf
+
|EG04_004.tcf
 
|-
 
|-
 +
|1D User-specified stage discharge downstream boundary (1d_bc, HQ)
 +
|EG04_005.tcf
 +
|-
 
|1D Stage time downstream boundary (1d_bc, HT)
 
|1D Stage time downstream boundary (1d_bc, HT)
−
| EG04_004.tcf
+
|EG04_006.tcf
 
|-  
 
|-  
  
−
| rowspan="14" id="Loss Options" | <b>Loss Options</b>
+
| rowspan="18" id="Soil Options" |<b>Soil Options</b>
−
| Rainfall excess loss approach - IL/CL (Global loss applied via the TBC file)
+
|Rainfall excess loss approach - IL/CL (Global loss applied via the TBC file)
−
| EG05_001.tcf
+
|EG05_001.tcf
 +
|-
 +
|Rainfall excess loss approach - IL/CL (applied via the materials file)
 +
|EG05_002.tcf
 +
|-
 +
|Infiltration loss approach - IL/CL
 +
|EG05_003.tcf
 +
|-
 +
|Infiltration loss approach - IL/CL, porosity
 +
|EG05_004.tcf
 +
|-
 +
|Infiltration loss approach - IL/CL, porosity, initial moisture
 +
|EG05_005.tcf
 
|-
 
|-
−
| Rainfall excess loss approach - IL/CL (applied via the materials file)
+
|Infiltration loss approach - Green Ampt (USDA soil type)
−
| EG05_002.tcf
+
|EG05_006.tcf
 
|-
 
|-
−
| Infiltration loss approach - IL/CL
+
|Infiltration loss approach - Green Ampt (USDA soil type), initial moisture
−
| EG05_003.tcf
+
|EG05_007.tcf
 
|-
 
|-
−
| Infiltration loss approach - IL/CL, porosity
+
|Infiltration loss approach - Green Ampt (USDA soil type), initial moisture, ponding
−
| EG05_004.tcf
+
|EG05_008.tcf
 
|-
 
|-
−
| Infiltration loss approach - IL/CL, porosity, initial moisture
+
|Infiltration loss approach - Green Ampt (User specified soil properties)
−
| EG05_005.tcf
+
|EG05_009.tcf
 
|-
 
|-
−
| Infiltration loss approach - Green Ampt (USDA soil type)
+
|Infiltration loss approach - Green Ampt (User specified soil properties), initial moisture
−
| EG05_006.tcf
+
|EG05_010.tcf
 
|-
 
|-
−
| Infiltration loss approach - Green Ampt (USDA soil type), initial moisture
+
|Infiltration loss approach - Green Ampt (User specified soil properties), initial moisture, ponding
−
| EG05_007.tcf
+
|EG05_011.tcf
 
|-
 
|-
−
| Infiltration loss approach - Green Ampt (USDA soil type), initial moisture, ponding
+
|Infiltration loss approach - Horton
−
| EG05_008.tcf
+
|EG05_012.tcf
 
|-
 
|-
−
| Infiltration loss approach - Green Ampt (User specified soil properties)
+
|Infiltration loss approach - Horton, porosity
−
| EG05_009.tcf
+
|EG05_013.tcf
 
|-
 
|-
−
| Infiltration loss approach - Green Ampt (User specified soil properties), initial moisture
+
|Infiltration loss approach - Horton, porosity, initial moisture
−
| EG05_010.tcf
+
|EG05_014.tcf
 
|-
 
|-
−
| Infiltration loss approach - Green Ampt (User specified soil properties), initial moisture, ponding
+
|Groundwater - no horizontal infiltration
−
| EG05_011.tcf
+
|EG05_015.tcf
 
|-
 
|-
−
| Infiltration loss approach - Horton
+
|Groundwater - 1 soil layer, horizontal hydraulic conductivity
−
| EG05_012.tcf
+
|EG05_016.tcf
 
|-
 
|-
−
| Infiltration loss approach - Horton, porosity
+
|Groundwater - 2 soil layers, horizontal hydraulic conductivity
−
| EG05_013.tcf
+
|EG05_017.tcf
 
|-
 
|-
−
| Infiltration loss approach - Horton, porosity, initial moisture
+
|Groundwater level versus time downstream boundary (2d_bc, GT)
−
| EG05_014.tcf
+
|EG05_018.tcf
 
|-
 
|-
  
−
| rowspan="8" id="Other" | <b>Other</b>
+
 
−
| Spatially varied initial water level commands (2d_iwl)
+
| rowspan="8" id="Other" |<b>Other</b>
−
| EG06_001.tcf
+
|Spatially varied initial water level commands (2d_iwl)
 +
|EG06_001.tcf
 
|-
 
|-
−
| Spatially varied initial water level commands (Grid 2d_iwl)
+
|Spatially varied initial water level commands (Grid 2d_iwl)
−
| EG06_002.tcf
+
|EG06_002.tcf
 
|-
 
|-
−
| 2D pump (2d_bc, SH)
+
|2D pump (2d_bc, SH)
−
| EG06_003.tcf
+
|EG06_003.tcf
 
|-
 
|-
−
| Read Restart File (See EG02_009.tcf for Write Restart File)
+
|Read Restart File (See EG02_009.tcf for Write Restart File)
−
| EG06_004.tcf
+
|EG06_004.tcf
 
|-
 
|-
−
| Storage Reduction Factor (global specification)
+
|Storage Reduction Factor (global specification)
−
| EG06_005.tcf
+
|EG06_005.tcf
 
|-
 
|-
−
| Storage Reduction Factor (2d_srf) (location specific update)
+
|Storage Reduction Factor (2d_srf) (location specific update)
−
| EG06_006.tcf
+
|EG06_006.tcf
 
|-
 
|-
−
| External Stress - Wind (global specification)
+
|External Stress - Wind (global specification)
−
| EG06_007.tcf
+
|EG06_007.tcf
 
|-
 
|-
−
| Dynamic Topography Options (Dam / Levee Failure)
+
|Dynamic Topography Options (Dam / Levee Failure)
−
| See Section <u>[[TUFLOW_Example_Models#Dynamic Topography Updates| EG08]]</u>
+
|See Section <u>[[TUFLOW_Example_Models#Dynamic Topography Updates| EG08]]</u>
  
 
|-
 
|-
−
| rowspan="28" id="Topography Features" | <b>Topography Features</b>
+
| rowspan="28" id="Topography Features" |<b>Topography Features</b>
−
| rowspan="12" id="Static Topography Updates" | <b>Static Topography Updates</b>
+
| rowspan="12" id="Static Topography Updates" |<b>Static Topography Updates</b>
−
| Cell resolution change
+
|Cell resolution change
−
| EG07_001.tcf
+
|EG07_001.tcf
 +
|-
 +
|Thin breakline topography update (2d_zsh_L, 2d_zsh_P)
 +
|EG07_002.tcf
 
|-
 
|-
−
| Thin breakline topography update (2d_zsh_L, 2d_zsh_P)  
+
|Thick breakline topography update (2d_zsh_L, 2d_zsh_P)
−
| EG07_002.tcf
+
|EG07_003.tcf
 
|-
 
|-
−
| Thick breakline topography update (2d_zsh_L, 2d_zsh_P)
+
|Gully (Min) breakline topography update (2d_zsh_L, 2d_zsh_P)
−
| EG07_003.tcf
+
|EG07_004.tcf
 
|-
 
|-
−
| Gully (Min) breakline topography update (2d_zsh_L, 2d_zsh_P)
+
|Ridge (Max) breakline topography update (2d_zsh_L, 2d_zsh_P)
−
| EG07_004.tcf
+
|EG07_005.tcf
 
|-
 
|-
−
| Ridge (Max) breakline topography update (2d_zsh_L, 2d_zsh_P)
+
|Region update - Absolute value change, No merge (2d_zsh_R)
−
| EG07_005.tcf
+
|EG07_006.tcf
 
|-
 
|-
−
| Region update - Absolute value change, No merge (2d_zsh_R)
+
|Region update - Relative value change, No merge (2d_zsh_R)
−
| EG07_006.tcf
+
|EG07_007.tcf
 
|-
 
|-
−
| Region update - Relative value change, No merge (2d_zsh_R)
+
|Region update - Absolute value change, Partial merge (2d_zsh_R, 2d_zsh_P)
−
| EG07_007.tcf
+
|EG07_008.tcf
 
|-
 
|-
−
| Region update - Absolute value change, Partial merge (2d_zsh_R, 2d_zsh_P)
+
|Region update - Feature removal (2d_zsh_R)
−
| EG07_008.tcf
+
|EG07_009.tcf
 
|-
 
|-
−
| Region update - Feature removal (2d_zsh_R)
+
|Advanced topography update - TIN (2d_ztin_R, 2d_ztin_P)
−
| EG07_009.tcf
+
|EG07_010.tcf
 
|-
 
|-
−
| Advanced topography update - TIN (2d_ztin_R, 2d_ztin_P)
+
|Advanced topography update - TIN (2d_ztin_R, 2d_ztin_L, 2d_ztin_P)
−
| EG07_010.tcf
+
|EG07_011.tcf
 
|-
 
|-
−
| Advanced topography update - TIN (2d_ztin_R, 2d_ztin_L, 2d_ztin_P)
+
|Depth varying Manning's n
−
| EG07_011.tcf
+
|EG07_012.tcf
 
|-
 
|-
−
| Depth varying Manning's n
+
| rowspan="13" id="Dynamic Topography Updates" |<b>Dynamic Topography Options (Dam / Levee Failure)</b>
−
| EG07_012.tcf
+
|2D embankment failure - Time trigger, linear evolution
 +
|EG08_001.tcf
 
|-
 
|-
−
| rowspan="13" id="Dynamic Topography Updates" | <b>Dynamic Topography Options (Dam / Levee Failure)</b>
+
|2D embankment failure - Time trigger, non-linear evolution
−
| 2D embankment failure - Time trigger, linear evolution
+
|EG08_002.tcf
−
| EG08_001.tcf
 
 
|-
 
|-
−
| 2D embankment failure - Time trigger, non-linear evolution
+
|2D embankment failure - Water level trigger, linear evolution
−
| EG08_002.tcf
+
|EG08_003.tcf
 
|-
 
|-
−
| 2D embankment failure - Water level trigger, linear evolution
+
|2D embankment failure - Water level trigger, non-linear evolution
−
| EG08_003.tcf
+
|EG08_004.tcf
 
|-
 
|-
−
| 2D embankment failure - Water level trigger, non-linear evolution
+
|2D embankment failure - Water level difference trigger, linear evolution
−
| EG08_004.tcf
+
|EG08_005.tcf
 
|-
 
|-
−
| 2D embankment failure - Water level difference trigger, linear evolution
+
|2D embankment failure - Water level difference trigger, non-linear evolution
−
| EG08_005.tcf
+
|EG08_006.tcf
 
|-
 
|-
−
| 2D embankment failure - Water level difference trigger, non-linear evolution
+
|2D flood barrier reinstatement - Time trigger
−
| EG08_006.tcf
+
|EG08_007.tcf
 
|-
 
|-
−
| 2D flood barrier reinstatement - Time trigger
+
|2D flood barrier reinstatement - Water level trigger
−
| EG08_007.tcf
+
|EG08_008.tcf
 
|-
 
|-
−
| 2D flood barrier reinstatement - Water level trigger
+
|2D flood barrier reinstatement - Water level difference trigger
−
| EG08_008.tcf
+
|EG08_009.tcf
 
|-
 
|-
−
| 2D flood barrier reinstatement - Water level difference trigger
+
|1D piping failure transitioning to 1D dam failure - Time trigger
−
| EG08_009.tcf
+
|EG08_010.tcf
 
|-
 
|-
−
| 1D piping failure transitioning to 1D dam failure - Time trigger
+
|1D dam failure - Time trigger
−
| EG08_010.tcf
+
|EG08_011.tcf
 
|-
 
|-
−
| 1D dam failure - Time trigger
+
|1D piping failure transitioning to 1D dam failure - Water level trigger
−
| EG08_011.tcf
+
|EG08_012.tcf
 
|-
 
|-
−
| 1D piping failure transitioning to 1D dam failure - Water level trigger
+
|1D dam failure - Water level trigger
−
| EG08_012.tcf
+
|EG08_013.tcf
 
|-
 
|-
−
| 1D dam failure - Water level trigger
+
| rowspan="3" id="Sub Grid Sampling" |<b>Sub Grid Sampling</b>
−
| EG08_013.tcf
+
|Breakline detection delta tool
 +
|EG09_001.tcf
 
|-
 
|-
−
| rowspan="3" id="Sub Grid Sampling" | <b>Sub Grid Sampling</b>
+
|2D SGS high resolution grid output
−
| Breakline detection tool
+
|EG09_002.tcf
−
| EG09_001.tcf
 
 
|-
 
|-
−
| 2D SGS high resolution grid output
+
|2D SGS high resolution grid output with manual specification of output resolution
−
| EG09_002.tcf
+
|EG09_003.tcf
 
|-
 
|-
−
| 2D SGS high resolution grid output with manual specification of output resolution
+
| rowspan="34" id="Structures" |<b>Structures</b>
−
| EG09_003.tcf
+
| 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>
 
|-
 
|-
−
| rowspan="26" id="Structures" | <b>Structures</b>
+
|Bridge (2d_fcsh)
−
| rowspan="7" id="2D Bridges and Weirs" | <b>2D Bridges and Weirs</b>
+
|Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
−
| Bridge (2d_fc)
 
−
| Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
 
 
|-
 
|-
−
| Bridge (2d_fcsh)  
+
|Bridge - horizontal deck (2d_lfcsh)
−
| Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
+
|EG10_003.tcf
 
|-
 
|-
−
| Bridge - horizontal deck (2d_lfcsh)  
+
|Bridge - variable deck form geometry (2d_lfcsh)
−
| EG10_003.tcf
+
|EG10_004.tcf
 
|-
 
|-
−
| Bridge - variable deck form geometry (2d_lfcsh)  
+
|Bridge - horizontal deck (2d_bg)
−
| EG10_004.tcf
+
|EG10_005.tcf
 
|-
 
|-
−
| Bridge - horizontal deck (2d_bg)  
+
|2D weir coefficient change (global specification)
−
| EG10_005.tcf
+
|EG10_006.tcf
 
|-
 
|-
−
| 2D weir coefficient change (global specification)  
+
|2D weir coefficient change (location specific update)
−
| EG10_006.tcf
+
|EG10_007.tcf
 
|-
 
|-
−
| 2D weir coefficient change (location specific update)  
+
|Bridge (2d_bg) - horizontal deck, auto superstructure FLC
−
| EG10_007.tcf
+
|EG10_008.tcf
 +
|-
 +
|Fences (2d_lfcsh)
 +
|EG10_009.tcf
 
|-
 
|-
  
−
| rowspan="8" id="1D Culverts, Bridges, Weirs" | <b>1D Culverts, Bridges, Weirs</b>
+
| rowspan="12" id="1D Structures" |<b>1D Structures</b>
−
| 1D culverts - Circular and Box type. SX point, line and region 1D/2D examples
+
|1D culverts - Circular and Box type. SX point, line and region 1D/2D examples
−
| EG11_001.tcf
+
|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 culverts - Irregular shape (e.g. Arch)
+
|1D Q channel - Upstream Depth-Discharge Relationship (1d_nwk)
−
| EG11_002.tcf
+
|EG11_006.tcf
 
|-
 
|-
−
| 1D culverts - Unidirectional structures (flapgate) (1d_nwk)
+
|Bridge (1d_nwk)
−
| EG11_003.tcf
+
|EG11_007.tcf
 
|-
 
|-
−
| 1D culverts - ARR2016 blockage matrix (1d_nwk)
+
|Weir (1d_nwk)
−
| EG11_~e1~_~e2~_004.tcf
+
|EG11_008.tcf
 
|-
 
|-
−
| 1D M channel - User defined flow matrix (1d_nwk)
+
|Pump (1d_nwk) - pump curve
−
| EG11_005.tcf
+
|EG11_009.tcf
 
|-
 
|-
−
| 1D Q channel - Upstream Depth-Discharge Relationship (1d_nwk)
+
|Sluice gate (1d_nwk)
−
| EG11_006.tcf
+
|EG11_010.tcf
 
|-
 
|-
−
| Bridge (1d_nwk)
+
|Gated spillway (1d_nwk)
−
| EG11_007.tcf
+
|EG11_011.tcf
 
|-
 
|-
−
| Weir (1d_nwk)
+
|Arch bridge (1D)
−
| EG11_008.tcf
+
|EG11_012.tcf
 
|-
 
|-
  
−
| rowspan="11" id="1D Operating Structures" | <b>1D Operating Structures</b>
+
| rowspan="13" id="1D Operating Structures" |<b>1D Operating Structures</b>
−
| Pump operational (1d_nwk) - time trigger
+
|Pump operational (1d_nwk) - time trigger
−
| EG12_001.tcf
+
|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 - 1D water level trigger (1d_nwk)
+
|Pump operational - Depth above structure invert trigger (1d_nwk)
−
| EG12_002.tcf
+
|EG12_004.tcf
 
|-
 
|-
−
| Pump operational - 2D water level trigger (1d_nwk)
+
|Q flow matrix - Operation based on water level trigger (1d_nwk)
−
| EG12_003.tcf
+
|EG12_005.tcf
 
|-
 
|-
−
| Pump operational - Depth above structure invert trigger (1d_nwk)  
+
|Q flow matrix - Operation based on water level trigger and time delay (1d_nwk)
−
| EG12_004.tcf
+
|EG12_006.tcf
 
|-
 
|-
−
| Q flow matrix - Operation based on water level trigger (1d_nwk)
+
|Sluice gate  operational - Time trigger (simulation time) (1d_nwk)
−
| EG12_005.tcf
+
|EG12_007.tcf
 
|-
 
|-
−
| Q flow matrix - Operation based on water level trigger and time delay (1d_nwk)
+
|Sluice gate  operational - Water level trigger(1d_nwk)
−
| EG12_006.tcf
+
|EG12_008.tcf
 
|-
 
|-
−
| Sluice gate  operational - Time trigger (simulation time) (1d_nwk)
+
|Gated spillway operational - Time trigger (Day) (1d_nwk)
−
| EG12_007.tcf
+
|EG12_009.tcf
 
|-
 
|-
−
| Sluice gate  operational - Water level trigger(1d_nwk)
+
|Gated spillway operational - Water level trigger (1d_nwk)
−
| EG12_008.tcf
+
|EG12_010.tcf
 
|-
 
|-
−
| Gated spillway operational - Time trigger (Day) (1d_nwk)
+
|Coordinated operation (multiple interacting structures) - Pump and Gated Spillway
−
| EG12_009.tcf
+
|EG12_011.tcf
 
|-
 
|-
−
| Gated spillway operational - Water level trigger (1d_nwk)
+
|Coordinated operation controlled by status of another structure
−
| EG12_010.tcf
+
|EG12_012.tcf
 
|-
 
|-
−
| Coordinated operation (multiple interacting structures) - Pump and Gated Spillway
+
|Pump operational (1d_nwk) - pump curve
−
| EG12_011.tcf
+
|EG12_013.tcf
 
|-
 
|-
  
−
| rowspan="17" id="Multiple Domain Model Design" | <b>Multiple Domain Model Design</b>
+
| rowspan="17" id="Multiple Domain Model Design" |<b>Multiple Domain Model Design</b>
−
| rowspan="5" id="2D/2D Modelling" | <b>2D/2D Modelling</b>
+
| rowspan="5" id="2D/2D Modelling" |<b>2D/2D Modelling</b>
−
| TUFLOW HPC - Quadtree: Sample target distance
+
|TUFLOW HPC - Quadtree: Sample target distance
−
| EG13_001.tcf
+
|EG13_001.tcf
 
|-
 
|-
−
| TUFLOW HPC - Quadtree: Sample target distance nesting
+
|TUFLOW HPC - Quadtree: Sample target distance nesting
−
| EG13_002.tcf
+
|EG13_002.tcf
 
|-
 
|-
−
| TUFLOW HPC - Quadtree: Memory efficient pre-processing
+
|TUFLOW HPC - Quadtree: Memory efficient pre-processing
−
| EG13_003.tcf
+
|EG13_003.tcf
 
|-
 
|-
−
| TUFLOW HPC - Quadtree: Sample frequency
+
|TUFLOW HPC - Quadtree: Sample frequency
−
| EG13_004.tcf
+
|EG13_004.tcf
 
|-
 
|-
−
| TUFLOW Classic - M2D
+
|TUFLOW Classic - M2D
−
| Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
+
|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>
+
| rowspan="1" id="1D Open Channel / 2D Floodplain Modelling" |<b>1D Open Channel / 2D Floodplain Modelling</b>
−
| 1D river (1d_nwk), 2D floodplain
+
|1D river (1d_nwk), 2D floodplain
−
| EG14_001.tcf
+
|EG14_001.tcf
 
|-
 
|-
  
−
| rowspan="11" id="1D Pipe Network / 2D Floodplain Modelling" | <b>1D Pipe Network / 2D Floodplain Modelling</b>
+
| 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  
+
|1D pipe network (1d_nwk), 2D floodplain, 2d_sa_rf inflow (mm) to 1D pits
−
| EG15_000.tcf
+
|EG15_000.tcf
 
|-
 
|-
−
| 1D pipe network (1d_nwk), 2D floodplain, 2d sa inflow (m^3/s)to 1D pits  
+
|1D pipe network (1d_nwk), 2D floodplain, 2d_sa inflow (m^3/s) to 1D pits
−
| EG15_001.tcf
+
|EG15_001.tcf
 
|-
 
|-
−
| 1D pipe network (1d_nwk), 2D floodplain, 2d rf direct rainfall
+
|1D pipe network (1d_nwk), 2D floodplain, 2d_rf direct rainfall
−
| EG15_002.tcf
+
|EG15_002.tcf
 
|-
 
|-
−
| 1D pipe network (1d_nwk), 2D  / 2D floodplain quadtree
+
|1D pipe network (1d_nwk), 2D  / 2D floodplain quadtree
−
| EG15_003.tcf
+
|EG15_003.tcf
 
|-
 
|-
−
| 1D pipe network (1d_nwk), manually specified manholes (1d_mh), 2D floodplain
+
|1D pipe network (1d_nwk), manually specified manholes (1d_mh), 2D floodplain
−
| EG15_004.tcf
+
|EG15_004.tcf
 
|-
 
|-
−
| 1D pipe network (1d_nwk), non-default (fixed) manhole loss method, 2D floodplain
+
|1D pipe network (1d_nwk), non-default (fixed) manhole loss method, 2D floodplain
−
| EG15_005.tcf
+
|EG15_005.tcf
 
|-
 
|-
−
| 1D pipe network (1d_nwk), localised manually specified manhole losses, 2D floodplain
+
|1D pipe network (1d_nwk), localised manually specified manhole losses, 2D floodplain
−
| EG15_006.tcf
+
|EG15_006.tcf
 
|-
 
|-
−
| 1D virtual pipes, 2D floodplain
+
|1D virtual pipes, 2D floodplain
−
| EG15_007.tcf
+
|EG15_007.tcf
 
|-
 
|-
−
| 1D virtual pipes connected to 1D pipe network (trunk drainage line), 2D floodplain
+
|1D virtual pipes connected to 1D pipe network (trunk drainage line), 2D floodplain
−
| EG15_008.tcf
+
|EG15_008.tcf
 
|-
 
|-
−
| 1D storage tank (1d_na)  
+
|1D storage tank (1d_na)
−
| EG15_009.tcf
+
|EG15_009.tcf
 
|-
 
|-
−
| 1D storage tank (1d_nwk)  
+
|1D storage tank (1d_nwk)
−
| EG15_010.tcf
+
|EG15_010.tcf
 
|-
 
|-
  
−
| rowspan="6" id="Bulk Simulation Management" | <b>Bulk Simulation Management</b>
+
| rowspan="6" id="Bulk Simulation Management" |<b>Bulk Simulation Management</b>
−
| rowspan="6" id="Scenario / Event Management" | <b>Scenario / Event Management</b>
+
| rowspan="6" id="Scenario / Event Management" |<b>Scenario / Event Management</b>
 
|Scenario (single)
 
|Scenario (single)
 
|EG16_~s1~_001.tcf
 
|EG16_~s1~_001.tcf
Line 496: Line 565:
 
|-
 
|-
  
−
| <b>Other</b>
+
| rowspan="5" id="Other" |<b>Other</b>
−
| rowspan="1" id="Advection Dispersion" | <b>Advection Dispersion</b>
+
| rowspan="3" id="Advection Dispersion" |<b>Advection Dispersion</b>
−
| Advection Dispersion
+
|Advection Dispersion
−
| EG17_001.tcf
+
|EG17_001.tcf
 +
|-
 +
|Advection Dispersion with settling
 +
|EG17_002.tcf
 +
|-
 +
|Advection Dispersion with decay
 +
|EG17_003.tcf
 +
|-
 +
| rowspan="3" id="Non-Newtonian" |<b>Non-Newtonian</b>
 +
|Non-newtonian viscosity
 +
|EG18_001.tcf
 +
|-
 +
|Non-newtonian mixing (dam failure scenario)
 +
|EG18_002.tcf
 
|}
 
|}
  
−
= Archive Dataset =
+
=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>.
 
Historic example model datasets can be accessed via the following link: <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>.
  

Latest revision as of 16:50, 22 November 2024

Introduction

These 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 via demonstration examples. Although the models are based on the TUFLOW tutorial model dataset, new users are encouraged to familiarise themselves with TUFLOW through the Tutorial Model Introduction before using this dataset. 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.

Example Model Data

The model data is available for download from https://downloads.tuflow.com/TUFLOW/Wiki_Example_Models/TUFLOW_Example_Model_Dataset.zip
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.

If you are unfamiliar with using batch files, additional information explaining how to use them to execute multiple simulations is available here: Run TUFLOW From a Batch-file.

Example Model Catalogue

Below is a complete list of the example models. This dataset uses TUFLOW HPC as the computational engine. If you are searching for TUFLOW Classic example models, please refer to the TUFLOW Classic Example Model Archive.

Click on the following shortcuts to skip directly to the targeted major feature category in the table below:

Example Model Catalogue
Model Category Description Model Name
Project Initiation Write empty files Create_Empties.tcf
Model Units Basic 2D model (SI units - m) EG00_001.tcf
Basic 2D model (US units - ft) EG00_002.tcf
Solver Options TUFLOW Classic Refer to TUFLOW Classic Example Model Archive
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 - Newtonian Viscosity (Wu Turbulence) EG01_006.tcf
TUFLOW HPC - Newtonian Viscosity (Smagorinsky) EG01_007.tcf
TUFLOW HPC - Quadtree See Section EG13
ESTRY See Section EG11, EG12, EG15
Output Options 2D xmdf (binary time series) and grid (maximums) output EG02_001.tcf
Time and duration of inundation (Time Output Cut-off = Depth) EG02_002.tcf
Time and duration of inundation (Time Output Cut-off = VxD) EG02_003.tcf
Time and duration of inundation (Time Output Cut-off = Hazard) EG02_004.tcf
Gauge level map output interval control (2d_glo) EG02_005.tcf
2D SGS high resolution grid output EG02_006.tcf
2D SGS high resolution grid output with manual specification of output resolution EG02_007.tcf
Output Zone (2d_oz) EG02_008.tcf
Write Restart File(See EG06_004.tcf for Read Restart File) EG02_009.tcf
2D plot output (2d_po point, line and region) EG02_010.tcf
2D structure outputs EG02_011.tcf
2D Long Profile EG02_012.tcf
1D/2D Reporting locations - 1D river (1d_nwk), 2D floodplain EG02_013.tcf
1D/2D Reporting locations - 1D pipe network (1d_nwk), 2D floodplain EG02_014.tcf
Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Depth) EG02_015.tcf
Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Velocity) EG02_016.tcf
Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = VxD) EG02_017.tcf
Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Hazard) EG02_018.tcf
Translating gauge data information to catchment receptors (Read GIS Objects) EG02_019.tcf
Boundary Condition Options Inflows 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 inflow (m^3/s) with streamlines (2d_sa) EG03_004.tcf
Internal catchment rainfall (mm) (2d_sa_rf) EG03_005.tcf
Direct rainfall (mm) (2D Global Rainfall) EG03_006.tcf
Direct rainfall (mm) (2d_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 EG03_013.tcf
Direct rainfall (2d_rf) and internal catchment rainfall (2d_sa_rf) for buildings EG03_014.tcf
HEC-DSS flow (m^3/s) vs time upstream inflow (2d_bc, QT) EG03_015.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
Outflows 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) EG04_003.tcf
1D Automatic stage discharge downstream boundary (1d_bc, HQ) EG04_004.tcf
1D User-specified stage discharge downstream boundary (1d_bc, HQ) EG04_005.tcf
1D Stage time downstream boundary (1d_bc, HT) EG04_006.tcf
Soil Options 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) EG05_002.tcf
Infiltration loss approach - IL/CL EG05_003.tcf
Infiltration loss approach - IL/CL, porosity EG05_004.tcf
Infiltration loss approach - IL/CL, porosity, initial moisture EG05_005.tcf
Infiltration loss approach - Green Ampt (USDA soil type) EG05_006.tcf
Infiltration loss approach - Green Ampt (USDA soil type), initial moisture EG05_007.tcf
Infiltration loss approach - Green Ampt (USDA soil type), initial moisture, ponding EG05_008.tcf
Infiltration loss approach - Green Ampt (User specified soil properties) EG05_009.tcf
Infiltration loss approach - Green Ampt (User specified soil properties), initial moisture EG05_010.tcf
Infiltration loss approach - Green Ampt (User specified soil properties), initial moisture, ponding EG05_011.tcf
Infiltration loss approach - Horton EG05_012.tcf
Infiltration loss approach - Horton, porosity EG05_013.tcf
Infiltration loss approach - Horton, porosity, initial moisture EG05_014.tcf
Groundwater - no horizontal infiltration EG05_015.tcf
Groundwater - 1 soil layer, horizontal hydraulic conductivity EG05_016.tcf
Groundwater - 2 soil layers, horizontal hydraulic conductivity EG05_017.tcf
Groundwater level versus time downstream boundary (2d_bc, GT) EG05_018.tcf
Other Spatially varied initial water level commands (2d_iwl) EG06_001.tcf
Spatially varied initial water level commands (Grid 2d_iwl) EG06_002.tcf
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 EG08
Topography Features Static Topography Updates 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
Dynamic Topography Options (Dam / Levee Failure) 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
Sub Grid Sampling 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
Structures 2D Structures Bridge (2d_fc) Refer to TUFLOW Classic Example Model Archive
Bridge (2d_fcsh) Refer to TUFLOW Classic Example Model Archive
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
1D Structures 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) EG11_012.tcf
1D Operating Structures 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
Multiple Domain Model Design 2D/2D Modelling TUFLOW HPC - Quadtree: Sample target distance EG13_001.tcf
TUFLOW HPC - Quadtree: Sample target distance 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 TUFLOW Classic Example Model Archive
1D Open Channel / 2D Floodplain Modelling 1D river (1d_nwk), 2D floodplain EG14_001.tcf
1D Pipe Network / 2D Floodplain Modelling 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
Bulk Simulation Management Scenario / Event Management 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
Other Advection Dispersion Advection Dispersion EG17_001.tcf
Advection Dispersion with settling EG17_002.tcf
Advection Dispersion with decay EG17_003.tcf
Non-Newtonian Non-newtonian viscosity EG18_001.tcf
Non-newtonian mixing (dam failure scenario) EG18_002.tcf

Archive Dataset

Historic example model datasets can be accessed via the following link: TUFLOW Classic Example Model Archive.


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