TUFLOW Message 1033: Difference between revisions
Created page with '{{TUFLOW_Message |tuflow_message=ERROR 1033 - No XS line data downstream of channel ",a,". Could not interpolate cross-section properties. |alt_msg=ERROR 1033 - No XS line data ...' |
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{{TUFLOW_Message |
{{TUFLOW_Message |
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|tuflow_message=ERROR 1033 - No XS line data downstream of channel " |
|tuflow_message=ERROR 1033 - No XS line data downstream of channel "XXXX". Could not interpolate cross-section properties. |
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|alt_msg=ERROR 1033 - No XS line data upstream of channel " |
|alt_msg=ERROR 1033 - No XS line data upstream of channel "XXXX". Could not interpolate cross-section properties. |
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|type=[[ERROR]] |
|type=[[ERROR]] |
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|message_desc=Cross-Sectional data for the channel named "XXXX" cannot be found. |
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|message_desc=???? |
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|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 cross-section is applied at channel ends, only applicable to open channels, circular and rectangular culverts, the cross-section lines must have a mid-vertex snapped to the channel end. If the cross-section is positioned midway along the channel, applicable to all 1D structures, it must have either: |
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|suggestions=???? |
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* Only two vertices crossing the 1D network. |
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|discussion_page=* [[Talk:TUFLOW Message 1033|Discuss Message 1033]] |
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* In case of more than two vertices, one must be snapped onto a 1D network vertex. |
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|link3='' |
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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> |
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|link4='' |
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<br> |
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|prelink=[[TUFLOW_Message_1032|Message 1032]] |
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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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|uplink=[[1xxx_TUFLOW_Messages|1xxx Messages]] |
|uplink=[[1xxx_TUFLOW_Messages|1xxx Messages]] |
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|nextlink=[[TUFLOW_Message_1034|Message 1034]] |
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Latest revision as of 17:37, 26 May 2025
TUFLOW Message
ERROR 1033 - No XS line data downstream of channel "XXXX". Could not interpolate cross-section properties.
Alternate Message
ERROR 1033 - No XS line data upstream of channel "XXXX". Could not interpolate cross-section properties.
Message Type
ERROR
Description
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 cross-section is applied at channel ends, only applicable to open channels, circular and rectangular culverts, the cross-section lines must have a mid-vertex snapped to the channel end. If the cross-section is positioned midway along the channel, applicable to all 1D structures, it must have 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.
Refer to the TUFLOW Manual for more information. For detailed instructions on setting up the 1d_nwk and 1d_tab layers, refer to Module 11 of the Tutorial model.
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