Apr 12, 2006 #1 z8e Civil/Environmental Jan 28, 2005 15 Is there any way to derive a 1 hr and 6 hr distribution from a 24 hour distribution for an SCS Type II storm? Thanks.
Is there any way to derive a 1 hr and 6 hr distribution from a 24 hour distribution for an SCS Type II storm? Thanks.
Apr 12, 2006 #2 psmart Active member Feb 3, 1999 1,524 For other durations you should generally use a specific rainfall distribution, as specified by your local stormwater regulations. For a complete list of HydroCAD rainfall tables http://www.hydrocad.net/rftables.htm Also see see the earlier thread in this forum titled "Storm Duration". Upvote 0 Downvote
For other durations you should generally use a specific rainfall distribution, as specified by your local stormwater regulations. For a complete list of HydroCAD rainfall tables http://www.hydrocad.net/rftables.htm Also see see the earlier thread in this forum titled "Storm Duration".
