TUFLOW Message 1033: Difference between revisions

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|type=[[ERROR]]
|message_desc=Cross-Sectional data for the channel named "XXXX" cannot be found.
|suggestions=Each channel requires a table describing its hydraulic properties to define its conveyance. The properties are normally defined by digitising a cross-section in a 1d_xs or 1d_tab layer positioned midway along the channel or at the channel ends. If the digitised cross -section hasis moreapplied thanat twochannel verticesends, oneonly mustapplicable beto snappedopen ontochannels, thecircular 1Dand network.rectangular culverts, the 1d_tab layer references an external csv file (or similar formatted file) containing either a cross-section profilelines ormust have a hydraulicmid-vertex propertiessnapped table.to Thethe hydraulicchannel properties can also be externally sourced from a Mike 11 or ISIS modelend. Note that structures such as culverts and weirs, are an exception toIf the rule.cross-section Theis attributepositioned informationmidway supplied withinalong the 1d_nwkchannel, tableapplicable areto sufficientall to1D definestructures, theit hydraulicmust properties.have <br>either:
* 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 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 sectionthe 4<u>[https://docs.6 of the 2010tuflow.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>