Revision as of 09:56, 9 January 2023 view source ElizaCollison (talk \| contribs) Bureaucrats, Administrators 3,894 edits No edit summary ← Older edit		Latest revision as of 10:22, 23 September 2024 view source Emilie Nielsen (talk \| contribs) Administrators 6,146 edits No edit summary
Line 15: <li>Open 1d_nwk_M06_weir_001, make it editable and digitise a new channel from upstream to downstream at the bridge location, ensuring that the polyline is snapped to the 1d_nwk_M04_channels_001 and 1d_nwk_M06_bridge_001 nodes as shown below:</li> [[File:Module06_B2_Weir.png]] <li>Update the attribute table of the weir channel as per the below figure. Note that the W under the type attribute indicating a weir channel. The -99,999 for the upstream and downstream inverts will use the bed invert of the weir cross section. For more information on the varying other options please refer to the ~~2010~~<u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW ~~manual section 4.5.4~~Manual]</u>.</li> [[File:Module06_B2_Weir_Att.png]]

Tute M06 MI 1D bridge Archive: Difference between revisions