Revision as of 10:35, 14 August 2025 view source Abrar.Alttahir (talk \| contribs) Bureaucrats, Administrators 352 edits →What entry/exit loss and contraction coefficients should I use for 1D culverts? Tag: Visual edit ← Older edit		Revision as of 14:57, 14 August 2025 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,372 edits →How can trash screens be represented? Newer edit →
Line 242: * In all cases, the net flow area should be reduced to account for the bars and any debris blockage, either by adjusting the flow area directly or by using the pBlockage attribute. For example, the image below could be represented as a rectangular shaped screen located upstream or downstream of a culvert, modelled as a short zero length RF (rectangular culvert with fixed losses) channel using a 1d_nwk GIS layer. <ol> [[File:Trash_screen_schematic.png\|alt=\|300x300px]]<br>

TUFLOW 1D Channels and Hydraulic Structures: Difference between revisions