Difference between revisions of "TUFLOW Message 1033"

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(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
|tuflow_message=ERROR 1033 - No XS line data downstream of channel ",a,".  Could not interpolate cross-section properties.
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|tuflow_message=ERROR 1033 - No XS line data downstream of channel "XXXX".  Could not interpolate cross-section properties.
|alt_msg=ERROR 1033 - No XS line data upstream of channel ",a,".  Could not interpolate cross-section properties.
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|alt_msg=ERROR 1033 - No XS line data upstream of channel "XXXX".  Could not interpolate cross-section properties.
 
|type=[[ERROR]]
 
|type=[[ERROR]]
|message_desc=????
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|message_desc=Cross-Sectional data for the channel named "XXXX" cannot be found.
|suggestions=????
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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, the cross-section lines must have a mid-vertex snapped to the channel end. If the cross-section is positioned midway along the channel, it must have either:
|discussion_page=* [[Talk:TUFLOW Message 1033|Discuss Message 1033]]
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* Only two vertices crossing the 1D network.
|link3=''
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* In case of more than two vertices, one must be snapped onto a 1D network vertex.
|link4=''
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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 as culverts 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>
|prelink=[[TUFLOW_Message_1032|Message 1032]]
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<br>
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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]]
|nextlink=[[TUFLOW_Message_1034|Message 1034]]
 
 
}}
 
}}

Latest revision as of 09:04, 3 January 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, the cross-section lines must have a mid-vertex snapped to the channel end. If the cross-section is positioned midway along the channel, 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 as culverts 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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