Revision as of 16:15, 12 December 2022 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,384 edits →Should I model bridges in 1D or 2D Domain? ← Older edit		Revision as of 12:10, 3 January 2023 view source ElizaCollison (talk \| contribs) Bureaucrats, Administrators 3,894 edits →2D Bridges Line vs Polygon Layer Newer edit →
Line 156: == 2D Bridges Line vs Polygon Layer == The form loss coefficient (FLC) is applied differently when using a line compared to a polygon. The FLC is applied at cell sides (u and v faces) as this is where velocities are calculated.<br<> When using a polyline, the FLC attribute depends on the type of the polyline: *Thin line (width attribute of zero) - The FLC attribute in the GIS object should reflect the total form loss value for the bridge. A thin 2d_lfcsh line will apply the FLC to a single row of cell sides. As such, this approach is cell size independent. Thin line lfcsh are the easiest setup, and is the preferable recommended approach.

TUFLOW 2D Hydraulic Structures: Difference between revisions