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Line 10: An X1DQ might be more appropriate where a Flood Modeller model stops and flows into an ESTRY model. The water level calculated by TUFLOW is applied as a time-varying head boundary in Flood Modeller. The Flood Modeller 1D node on the end of an X1DQ connection must be an HTBDY unit. This does not need to contain any data as this data will be overridden by the water levels provided by TUFLOW. '''NOTE: Remember that the Flood Modeller node ID is Case Sensitive.''' ==Building a TUFLOW-Flood Modeller Connection==

TUFLOW 1D Flood Modeller Connectivity: Difference between revisions