TUFLOW Example Models: Difference between revisions
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| TUFLOW Classic
| Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
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| TUFLOW HPC - Non-Newtonian flow
| EG01_005.tcf
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| TUFLOW HPC - Newtonian Viscosity (Wu Turbulence)
| EG01_006.tcf
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| TUFLOW HPC - Newtonian Viscosity (Smagorinsky)
| EG01_007.tcf
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| TUFLOW HPC - Quadtree
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| 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>
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| 2D xmdf (binary time series) and grid (maximums) output
| EG02_001.tcf
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| Time and duration of inundation (Time Output Cut-off = Hazard)
| EG02_004.tcf
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| Gauge level map output interval control (2d_glo)
| EG02_005.tcf
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| 2D SGS high resolution grid output
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| EG02_011.tcf
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| EG02_012.tcf
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| 1D/2D Reporting locations - 1D river (1d_nwk), 2D floodplain
| EG02_013.tcf
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| 1D/2D Reporting locations - 1D pipe network (1d_nwk), 2D floodplain
| EG02_014.tcf
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| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Depth)
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| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Hazard)
| EG02_018.tcf
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| Translating gauge data information to catchment receptors (Read GIS Objects)
| EG02_019.tcf
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| 2D flow (m^3/s) vs time upstream inflow (2d_bc, QT)
| EG03_001.tcf
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| Direct rainfall (mm) (2D_rf) - negative rainfall
| EG03_013.tcf
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| Direct rainfall (2D_rf) and internal catchment rainfall (2D_sa_rf) for buildings
| EG03_014.tcf
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| 1D flow (m^3/s) vs time upstream inflow (1d_bc, QT)
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| Rainfall excess loss approach - IL/CL (Global loss applied via the TBC file)
| EG05_001.tcf
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| Infiltration loss approach - Horton, porosity, initial moisture
| EG05_014.tcf
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| Groundwater - no horizontal infiltration
| EG05_015.tcf
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| Groundwater - 1 soil layer, horizontal hydraulic conductivity
| EG05_016.tcf
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| Groundwater - 2 soil layers, horizontal hydraulic conductivity
| EG05_017.tcf
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| EG09_003.tcf
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| Bridge (2d_fc)
| Refer to <u>[[TUFLOW_Classic_Example_Model_Archive| TUFLOW Classic Example Model Archive]]</u>
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| 2D weir coefficient change (location specific update)
| EG10_007.tcf
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| Bridge (2d_bg) - horizontal deck, auto superstructure FLC
| EG10_008.tcf
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| 1D culverts - Circular and Box type. SX point, line and region 1D/2D examples
| EG11_001.tcf
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| Weir (1d_nwk)
| EG11_008.tcf
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| Pump (1d_nwk) - pump curve
| EG11_009.tcf
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| Sluice gate (1d_nwk)
| EG11_010.tcf
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| Gated spillway (1d_nwk)
| EG11_011.tcf
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| Arch bridge (1D)
| EG11_012.tcf
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| Pump operational (1d_nwk) - time trigger
| EG12_001.tcf
Line 416 ⟶ 462:
| Coordinated operation (multiple interacting structures) - Pump and Gated Spillway
| EG12_011.tcf
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| Coordinated operation controlled by status of another structure
| EG12_012.tcf
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| Pump operational (1d_nwk) - pump curve
| EG12_013.tcf
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| rowspan="5" id="2D/2D Modelling" | <b>2D/2D Modelling</b>
| TUFLOW HPC - Quadtree: Sample target distance
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| <b>Other</b>
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| Advection Dispersion
| EG17_001.tcf
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| Advection Dispersion with settling
| EG17_002.tcf
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| Advection Dispersion with decay
| EG17_003.tcf
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