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|rowspan="14" | 1D Structures ||Bridge||1d_nwk_Bridges||Bridge methods are different so the bridge would need to be rebuilt in TUFLOW/Estry. Only the link geometry is exported.
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| ||Channel||1d_nwk_Channels||Geometry exported. Need to export shape to csv file and link to 1d_nwk_channels file.
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| ||Culvert Inlet||1d_nwk_Culvert_Inlet||Geometry exported but no direct equivalent in TUFLOW currently.
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| ||Culvert Outlet||1d_nwk_Culvert_Outlet||Geometry exported but no direct equivalent in TUFLOW currently.
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| ||Flap Valve||1d_nwk_Flap_Valve||Converted to a circular, uni-directional conduit.
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| ||Flume||1d_nwk_Flume||Geometry exported but no direct equivalent in TUFLOW currently.
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| ||Inline Bank||1d_nwk_Inline_Bank||Imported as an irregular weir. Section data needs bringing across.
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| ||Irregular Weir||1d_nwk_Irregular_Weir||Imported as an irregular weir. Section data needs bringing across.
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| ||Orifice||1d_nwk_Orifice||Geometry Exported.
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| ||Pump||1d_nwk_Pump||Geometry Exported. Operational Control may need specifying.
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| ||Screen||1d_nwk_Screen||Geometry Exported.
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| ||Siphon||1d_nwk_Siphon||Geometry Exported.
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| ||Sluice||1d_nwk_Sluices||Geometry Exported.
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| ||User Control||1d_nwk_User_Control||Geometry Exported.
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| ||Weirs||1d_nwk_Weirs||Geometry Exported.
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|1D River Reach ||River Reach||1d_nwk_River_Reaches||Geometry Exported and needs tying into section data. See below section on river reaches.
|rowspan="6" |2D Domain ||2D Zone||2D_Code||Geometry Exported, Code region set to 1.
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| ||2D Point Source||2D_bc_P||Set to QT boundary.
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| ||2D Boundary||2D_bc_L||.
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| ||2D Boundary||2D_bc_L_Line_source||Set to QT Boundary.
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| ||Roughness Zone||2D_mat||Material ID set to Manning's n value. Need to generate materials csv file with Material ID equal to the Manning's n value.
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| ||Infiltration Zone (2D)||2D_soils||Defines the spatial locations of different soils types. Need to specify a separate tsoilf.
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|2D Initial Conditions ||Infiltration Zone (2D)||2D_IWL||The IC Zone – hydraulics (2D) defines the location that the initial condition is applied. The initial water level will need to be obtained from the Initial Conditions (2D) object.
|rowspan="2" |2D Results Objects ||Network Results Line (2d)||2D_po_L||
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| ||Network Results Point (2d)||2D_po_P||
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|rowspan="2" |2D Topography Modifications ||Mesh Level Zone||2D_zsh_R_MLZ||Geometry Exported
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| ||Mesh Zone||2D_zsh_R_MZ||Geometry Exported
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|rowspan="4" |2D Structures||Porous Wall||2d_lfcsh_Porous_Wall||Geometry Exported
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| ||Base Linear Structure(2D)||2d_lfcsh_BLS||Geometry Exported
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| ||Sluice Linear Structure(2D)||2d_lfcsh_SLS||Geometry Exported
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| ||Bridge Linear Structure(2D)||2d_lfcsh_BridgeLS||Geometry Exported
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