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InfoWorks ICM to TUFLOW: Difference between revisions

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| Weirs||1d_nwk_Weirs||Link exported together with fields. Weir types converted across.
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|'''1D River Reach''' ||River Reach||1d_nwk_River_Reaches||River Reach Geometry exported andto needs1d_nwk tyingfile intoas well as cross-section datato 1d_xs file. Note that cross-sections also include bridge sections and may not reflect what is in the river reach sections. See below section on river reaches.
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|rowspan="6" |'''2D Domain''' ||2D Zone||2D_Code||Polygon geometry exported, Code region set to 1.
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| Infiltration Zone (2D)||2D_soils||Polygon geometry exported defines the spatial locations of different soils types. Need to specify a separate tsoilf.
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|'''2D Initial Conditions''' ||Infiltration Zone ICzone-hydraulics(2D)||2D_IWL||Polygon geometry exported which defines the geometry where the initial condition is applied. The initial water level will need to be obtained from the Initial Conditions (2D) object based on a lookup with the polygon ID.
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|rowspan="2" |'''2D Results Objects''' ||Network Results Line (2d)||2D_po_L|| Lines exported and set to H_ Q_ type PO Lines
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