Revision as of 09:56, 9 January 2023 view source ElizaCollison (talk \| contribs) Bureaucrats, Administrators 3,894 edits Created page with " The following steps are used to create the replacement 1D bridge and weir - ''1d_nwk'' - that will represent the bridge in the 1D domain. We will also modify the 2D domain..."		Revision as of 09:56, 9 January 2023 view source ElizaCollison (talk \| contribs) Bureaucrats, Administrators 3,894 edits No edit summary Newer edit →
Line 30: </ol> ==Conclusion== For Bridge Modelling Option 2, our 2D domain and 1D/2D boundary conditions have been modified and we have added a 1D weir and geometry to model high flows over the road embankment. To prepare the final bridge modelling approach [[~~Tutorial_Module06~~Tutorial_Module06_Archive#Bridge_Modelling_Option 3:_2D_Layered_Flow_Constriction \| please return to the main page of module 6]].

Tute M06 MI 1D bridge Archive: Difference between revisions