Revision as of 16:08, 12 December 2017 view source Mitch3007 (talk \| contribs) Bureaucrats, Administrators 1,585 edits →Cross Sections, Grid Setup and Cell Size ← Older edit		Revision as of 16:10, 12 December 2017 view source Mitch3007 (talk \| contribs) Bureaucrats, Administrators 1,585 edits →Cross Sections, Grid Setup and Cell Size Newer edit →
Line 39: \|} The 1D river channel model was linked to the 2D model using HX cells along the top of either natural or build levees on either side of the channel. These locations defined the location of spill into the floodplain and are the key control on how much flow can interact between the floodplain and river conveyance area. ~~Linking between 1D/2D was along the top of the levees.~~ All outflow from the model was assumed to be only via the main ~~creek~~channel (ie. there was no water level boundary applied to the 2D overbank domain). ==Computational Domain Assembly and Execution==

FMA Challenge 3: Difference between revisions