FM Tutorial M02 QGIS SHP Pipe Network: Difference between revisions
Content deleted Content added
Tuflowduncan (talk | contribs) |
|||
Line 27:
*The 1d_nwk type. In this case, we have specified culverts with a circular shape.
*The Manning’s n value of the culvert.
*The upstream invert level of the pipes. When -99,999 is specified, the invert level will be taken from a manually created node or pit at the upstream end of the culvert. Refer to the next steps in this module which describe where these inverts will be defined by creating pits.
*The downstream invert level of the pipes. The same rules as for the upstream invert applies when specifying -99,999.
*The number of identical pipes in parallel. <br>
| |||