TUFLOW Example Models: Difference between revisions
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| Evacuation route inundation reporting (2d_zshr) (Route Cut Off Type = Hazard)
| EG02_018.tcf
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| rowspan="38"| Boundary Condition Options
| rowspan="14"| Inflows
| 2D flow (m^3/s) vs time upstream inflow (2d_bc)
| EG03_001.tcf
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| 2D head (m) vs time upstream inflow (2d_bc)
| EG03_002.tcf
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| Internal catchment inflow (m^3/s)(2d_sa)
| EG03_003.tcf
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| Internal catchment rainfall (m^3/s) with streamlines (2d_sa)
| EG03_004.tcf
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| Internal catchment rainfall (mm) (2D_sa_rf)
| EG03_005.tcf
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| Direct rainfall (mm) (2D Global Rainfall)
| EG03_006.tcf
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| Direct rainfall (mm) (2D_rf)
| EG03_007.tcf
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| Direct rainfall (mm) (Rainfall Control File - IDW)
| EG03_008.tcf
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| Direct rainfall (mm) (Rainfall Control File - TIN)
| EG03_009.tcf
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| Direct rainfall (mm) (Rainfall Control File - Poly)
| EG03_010.tcf
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| Direct rainfall (mm) (time varying gridded rainfall) - netcdf format
| EG03_011.tcf
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| Direct rainfall (mm) (time varying gridded rainfall) - flt format
| EG03_012.tcf
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| 1D flow (m^3/s) vs time upstream inflow (1d_bc)
| EG03_013.tcf
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| 1D flow (m^3/s) vs time internal inflow (1d_bc)
| EG03_014.tcf
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