Revision as of 12:58, 4 December 2014 view source Mitch3007 (talk \| contribs) Bureaucrats, Administrators 1,585 edits →Introduction ← Older edit		Revision as of 13:05, 4 December 2014 view source Mitch3007 (talk \| contribs) Bureaucrats, Administrators 1,585 edits →Conclusion Newer edit →
Line 114: =Conclusion= We have explored flood behaviour on an urbanised floodplain. Through the provided example model, we now we have a better understanding of: We have explored an Urban Riverine conditions with an urbanized over-bank floodplain. Now we have a better grasp of nested 1D/2D models, influence of hydraulic structures, use of scenarios and variables to determine cell sizes, timesteps and log outputs, and using bc layers with HX, XP, CD and CN types in synergy.<br> * Nested 1D/2D models; * The influence and implementation of hydraulic structures; * Use of scenarios and variables to determine cell sizes, timesteps and log outputs; * Using bc layers with HX, XP, CD and CN types; and * The limitations of contour data that should be considered when developing new hydraulic models.<br> Congratulations on finishing Challenge 1!

FMA Challenge 1 (1D-2D linked): Difference between revisions