TUFLOW Empty Files
Introduction
The native non-Graphical User Interface (GUI) form of TUFLOW uses Geographic Information System (GIS) files for its spatial inputs. TUFLOW requires precise GIS file formats associated with specific TUFLOW commands. For example, the 1d_zsh_empty file associated with the Read GIS Z Shape == command requires the following data fields and types in the order shown below:
Because of this file format requirement, the first task in any modelling project is to write template (empty) GIS files (as demonstrated in Tutorial Module 1).
This page of the TUFLOW Wiki provides a reference list of the template (empty) GIS files, the associated TUFLOW command and a basic description of their function.
TUFLOW Control file (TCF)
Template (empty) GIS File | Compatible TUFLOW Commands | File / Command Function |
---|---|---|
2d_fc_empty | Read GIS FC == | Used for 2D flow constrictions, representing additional losses associated with bridges or box culverts. This command has been superseded with the TGC commands: Read GIS FC Shape Read GIS Layered FC Shape. The template file and command only remain for the purpose of version backward compatibility. |
2d_glo_empty | Read GIS GLO == | Used to define gauge level output (2d_glo) locations. The GLO command controls map output based on the height of the water at a specified location within the model domain. |
2d_iwl_empty | Read GIS IWL == | Sets the initial water level in the model at the start of the simulation. The initial water level can vary spatially within the model. An equivalent initial Water level command also exists in the TGC. |
2d_lp_empty | Read GIS LP == | This file contains details on the location of longitudinal profile outputs. |
2d_oz_empty | Read GIS Output Zone == | This file contains one or more polygons defining the 2D regions to be output. This model input is used with the command Model Output Zones and the Define Output Zone/End Define definition block. |
2d_po_empty | Read GIS PO == | This file contains lines and points defining plot output (PO) locations for 2D result time series graphs in Excel. PO only extracts results from 2D portions of the model. 1D results are ignored. |
0d_rl_empty | Read GIS Reporting Location == | This file contains lines and points defining Reporting Location(s) (RL) for 1D and 2D result time series graphs in Excel. |
Note: Template shapefiles will also include a suffix describing the object type: _L = Lines features |
ESTRY Control file (ECF)
Template (empty) GIS File | Compatible TUFLOW Commands | File / Command Function |
---|---|---|
1d_bc_empty | Read GIS BC == | Used to define the location and type of 1D boundary condition input |
1d_iwl_empty | Read GIS IWL == | Used to set the initial water level within a 1D channel or node at the start of a simulation. |
1d_mh_empty | Read GIS Manhole == | Used to define manhole locations and attributes. |
1d_na_empty | Read GIS Node == | Used to set nodal surface areas. |
1d_nd_empty | Read GIS Node == | Used to define 1D node locations and attributes. |
1d_nwk_empty | Read GIS Network == | Used to define channel and node locations and attributes. Common channel types include, open channels, culverts, bridges, weirs. |
1d_nwkb_empty | Read GIS Network == | Used to define channel and node locations and attributes. Common channel types include, open channels, culverts, bridges, weirs. The difference between the 1d_nwkb and standard 1d_nwk is that the pblockage attribute field accepts characters allowing the user to input matrix blockage. |
1d_nwke_empty | Read GIS Network == | Used to define grouped structure locations and attributes. For example, weirs representing overtopping of a bridge or culvert structure can be specified using a single GIS feature in the 1d_nwke file. By comparison, multiple line features would be required if the same input was defined in a 1d_nwk file. |
1d_pit_empty | Read GIS Pits == | Defines the location and attributes associated with virtual pipes for a GPU model. |
1d_tab_empty | Read GIS Table Links == | Reads links to tabular inputs associated with cross-section profiles (1d_xs), nodal surface areas (1d_na) and bridge loss coefficients (1d_bg). |
1d_WLL_empty | Read GIS WLL == | Used to translate 1D results into 2D map output for viewing in SMS, WaterRide, Blue Kenu and GIS Software. |
1d_xs_empty | Read GIS Table Links == | Used to set cross-section profiles and hydraulic properties. |
Note: Template shapefiles will also include a suffix describing the object type: _L = Lines features |
TUFLOW Geometry Control file (TGC)
Template (empty) GIS File | Compatible TUFLOW Commands | File / Command Function |
---|---|---|
2d_bc_empty | Read GIS Code BC == | Used to set the code status of a cell (active or inactive). This is an alternative method to: "2d_code_empty / Read GIS Code ==". |
Read GIS Z HX Line == | Used in combination with 2d_bc (HX) layer from the TBC to set the cell elevations along HX lines at the interface between 1D channels nested with a 2D domain. | |
2d_code_empty | Read GIS Code == | Used to set the code status of a cell (1 = active or 0 = inactive). |
Read GIS Code INVERT == | Used to set the code status of a cell (active or inactive). The inverse value defined by the Read GIS Code == is applied. This feature is most commonly used during in multiple domain 2D2D models, as discussed in Multiple 2D Modelling Advice. | |
2d_fcsh_empty | Read GIS FC Shape == | Used for 2D flow constrictions to represent additional losses associated with bridges or box culverts. This input only account for flow below the bridge obvert (soffit). |
2d_gw_empty | Read GIS GWL == | Ground water level inputs. |
Read GIS GWD == | ||
2d_iwl_empty | Read GIS IWL == | Sets the initial water level in the model at the start of the simulation. The initial water level can vary spatially within the model. An equivalent initial Water level command also exists in the TCF. |
2d_Ifcsh_empty | Read GIS Layered FC Shape == | Used for 2D flow constrictions to represent additional losses associated with bridges or box culverts. This input includes accounts for flow above and below the bridge obvert (soffit). |
2d_lfcsh_empty_pts | ||
2d_loc_empty | Read GIS Location == | Used to define the 2D mesh (grid) origin and orientation. |
2d_mat_empty | Read GIS MAT == | Used to define 2D materials (land use) inputs. |
2d_soil_empty | Read GIS Soil == | Used to define 2D soil type inputs for infiltration parameterisation |
2d_vzsh_empty | Read GIS Variable Z Shape == | Used to define the final 3D shape of the Zpts at the completion of a breach, or other change in topographic shape, during a simulation. |
2d_z_empty | Read GIS Z Line == | Used to update topography within a model. Polylines are treated as breaklines in the model’s topography (with the breakline height or elevation varying along its length). This command has been superseded with the TGC commands: Read GIS GIS Z Shape The template file and command only remain for the purpose of version backward compatibility. |
2d_zsh_empty | Read GIS Z Shape == | Used to update topography within a model. Polylines are treated as breaklines in the model’s topography (with the breakline height or elevation varying along its length). Polygons and point features can be used to create TINs which are either independent of, or alternatively merge with the surrounding topography. |
2d_zshr_empty | Read GIS Z Shape Route == | Used to provide output on the degree of inundation along evacuation routes. This feature is useful during flood evacuation assessments. The model output includes details on warning time, flood hazard (e.g. depth and velocity) and duration that an evacuation route is isolated. |
Note: Template shapefiles will also include a suffix describing the object type: _L = Lines features |
TUFLOW Boundary Control file (TBC)
Template (empty) GIS File | Compatible TUFLOW Commands | File / Command Function |
---|---|---|
2d_bc_empty | Read GIS BC == | Used to define the location and attributes of 2D model boundary conditions. Including:
|
2d_rf_empty | Read GIS RF == | Used for "direct rainfall" modelling, also called "rainfall on grid" or "distributed hydrology" modelling. |
2d_sa_empty | Read GIS SA == | Used to define the location of internal source area flow verse time boundaries. |
Read GIS Streams == | ||
2d_sa_rf_empty | Read GIS SA RF == | Used to define the location of internal source area flow verse time boundaries. The model input is specified using rainfall hyetographs (mm versus hours) instead of flow hydrographs (flow verse time). |
Note: Template shapefiles will also include a suffix describing the object type: _L = Lines features |
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