Difference between revisions of "TUFLOW Message 3201"
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(Created page with "{{TUFLOW_Message |tuflow_message=ERROR 3201: Error in U face proxy: face <id>, proxy face = <id>, proxy cells <id> and <id> not within the same sub-subdomain <br> |alt_msg=NA...") |
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|type=[[ERROR]] | |type=[[ERROR]] | ||
− | |message_desc=Materials may use use either fixed mannings, depth-varying mannings, or log-law roughness formulations for bed resistance. | + | |message_desc=<font color="blue"><tt>Quadtree BC Parallel Inertia Approach </tt></font><font color="red"><tt>== </tt></font><font color="black"><tt>Method B</tt></font> Materials may use use either fixed mannings, depth-varying mannings, or log-law roughness formulations for bed resistance. |
When utilising log-law roughness, a maximum limit for equivalent mannings number is required as the formulation becomes singular at shallow depths. | When utilising log-law roughness, a maximum limit for equivalent mannings number is required as the formulation becomes singular at shallow depths. | ||
This limit, provided as the fixed mannings n value in the material data, must be greater than zero. | This limit, provided as the fixed mannings n value in the material data, must be greater than zero. | ||
+ | |||
+ | [[File:Proxy face error.PNG|600px|caption]] | ||
+ | |||
|suggestions=Ensure that all materials that utilise log-law roughness have positive values for mannings n. | |suggestions=Ensure that all materials that utilise log-law roughness have positive values for mannings n. | ||
|uplink=[[3xxx_TUFLOW_Messages|3xxx Messages]] | |uplink=[[3xxx_TUFLOW_Messages|3xxx Messages]] | ||
}} | }} |
Revision as of 12:25, 10 July 2025
TUFLOW Message
ERROR 3201: Error in U face proxy: face <id>, proxy face = <id>, proxy cells <id> and <id> not within the same sub-subdomain
Alternate Message
NA
Message Type
ERROR
Description
Quadtree BC Parallel Inertia Approach == Method B Materials may use use either fixed mannings, depth-varying mannings, or log-law roughness formulations for bed resistance.
When utilising log-law roughness, a maximum limit for equivalent mannings number is required as the formulation becomes singular at shallow depths.
This limit, provided as the fixed mannings n value in the material data, must be greater than zero.
Suggestions
Ensure that all materials that utilise log-law roughness have positive values for mannings n.
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