TUFLOW Message 2550: Difference between revisions

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Revision as of 10:23, 26 February 2021 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,384 edits No edit summary ← Older edit		Latest revision as of 09:16, 3 March 2023 view source Melissa.Moghanloo (talk \| contribs) Bureaucrats, Administrators 2,918 edits No edit summary
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Line 8: * Poorly configured external boundary * Poorly configured 1D/2D model interface * Starting model as dry and suddenly introducing large volumes of water. \|suggestions=Import the messages layer in to your GIS package, to see the location of the messages. If the last dot point is the cause, either:<br> ~~\|discussion_page=* [[Talk:TUFLOW Message 2550\|Discuss Message 2550]]~~ Specify initial water level for the whole model with <font color="blue"><tt>Set IWL</tt></font> command or locally with <font color="blue"><tt>Read GIS IWL</tt></font> command. The wet cells can limit the adaptive timestep through the <u>[[HPC_Adaptive_Timestepping#HPC_2D_Timestep \| Shallow Wave Celerity Number]]</u>, and prevent the HPC solver from using big timesteps. ~~\|link3=''~~ Use <font color="blue"><tt>Timestep Maximum</tt></font> command to cap the maximum timestep to not get too high. ~~\|link4=''~~ ~~\|prelink=[[TUFLOW_Message_2541\|Message 2541]]~~ \|uplink=[[2xxx_TUFLOW_Messages\|2xxx Messages]] ~~\|nextlink=[[TUFLOW_Message_2560\|Message 2560]]~~ }}