Revision as of 17:35, 26 May 2025 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,368 edits No edit summary ← Older edit		Latest revision as of 17:37, 26 May 2025 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,368 edits No edit summary
Line 7: * Only two vertices crossing the 1D network. * In case of more than two vertices, one must be snapped onto a 1D network vertex. The 1d_xs or 1d_tab layer references an external csv file (or similar formatted file) containing either a cross-section profile or a hydraulic properties table. The hydraulic properties can also be externally sourced from a Mike 11 or Flood Modeller. Note that structures such as culverts (circular and rectangular only) and weirs, are an exception to the rule. The attribute information supplied within the 1d_nwk table are sufficient to define the hydraulic properties. <br> <br> Refer to the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information. For detailed instructions on setting up the 1d_nwk and 1d_tab layers, refer to <u>[[Tutorial_M11 \| Module 11]]</u> of the Tutorial model. <br>

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