Revision as of 21:44, 11 March 2016 view source Rohan.king (talk \| contribs) 1,264 edits m →1D-2D Connections ← Older edit		Revision as of 21:46, 11 March 2016 view source Rohan.king (talk \| contribs) 1,264 edits mNo edit summary Newer edit →
Line 6: A culvert is a structure that allows water to flow under a road, embankment, railway or other similar obstruction from one side to the other. Culverts or pipe channels can be either rectangular, circular (pipe) or irregular in shape and can vary in size depending on the flow and design requirements. <br> Advice on SX connections & number of cells to connect to 2D domain – implications Flow regimes – theory behind each. How to check for the flow regime – link to check file ~~How do we sub divide logic rules (operational culverts)~~ Losses – fixed, Englehund, automatic manholes etc. Provide some justification on the ‘default’ height/width, entry/exit losses. =1D-2D Connections= Line 82 ⟶ 76: =Operational Control= under construction* *to be filled out =Typical check files used=

1D Culverts: Difference between revisions