InfoWorks ICM to TUFLOW: Difference between revisions
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! style="background-color:#005581; font-weight:bold; color:white;" width=70% | Notes
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|'''1D
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|'''1D Pipes''' ||Conduit||1d_nwk_pipe||Conduit shape ‘CIRC’ are set as Type ‘C’ and shape ‘RECT’ are set as type ‘R’, otherwise the conduit shape is set to I. Where ‘I’, the shape will need separately defining. Conduit Width/Height are converted from ‘mm’ to ‘m’. Manning's n roughness value are copied if roughness type is 'N'.
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|'''1D Subcatchment''' ||Subcatchment||1d_sa_subcatchment||Only the Geometry is exported.
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|rowspan="15" | '''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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| 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.
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|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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| 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.
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|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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