Revision as of 09:51, 22 June 2022 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,342 edits →Discussion ← Older edit		Revision as of 09:52, 22 June 2022 view source Pavlina Monhartova (talk \| contribs) Bureaucrats, Administrators 5,342 edits →Conclusion Newer edit →
Line 502: In Module 3 we will model the creek area as an embedded 1D open channel, this should minimise the mass area noted in this tutorial. Reducing the cell size also allows for a better representation of the channel in the 2D model.<br> See the <u>[[~~Tutorial_Module01~~Tutorial_Module01_Archive#Advanced_.28Optional.29 \|Optional Section]]</u> below, in which we look at halving the cell size and the effect this has on the model results and simulation time. Whilst reviewing the results, you may have noticed that the water was being held behind these road embankments (which were essentially acting as dams in the model. We will embed 1D culverts through the road embankments in <u>[[Tutorial_Module02 \|Module 2]]</u>. This will introduce the 1D control files and linking of the 1D model to the 2D.

Tutorial Module01 Archive: Difference between revisions