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I must apologise, the initial post does perform as expected. The problem was at my end, setting my Q:D relationship on the Outflow link incorrectly.
I hope this hasn’t caused any inconvenience for anyone and are happy for the forum editors to remove the later posts that could cause confusion.
Further to the above, will an Inflow use Formula or Table to calculate D based on a Q from a hydrograph (hydrograph named in the identifier field) ?
Thanks for your prompt reply.
Unfortunately it did not work in the way I was hoping.
The outflow reach creates the hydrograph as expected, and the Inflow uses this hydrograph as expected.
Though I was hoping the outflow values produced (D) would be used as the upstream catchment flow (Q). Instead the Q from the outflow reach is also used as the Q for the inflow reach which I suppose in hindsight is expected.
Essentially, I want to redirect a flow, up to a certain value (i.e. being the assumed pipe capacity) so piped flow goes one direction, remainder of the flow another direction.
I also tried using a Formula and Table option for the Inflow maintaining the hydrograph identifier assuming it would continue to read the Q for purposes of calculating D (no luck)
Any suggestions on how this is best handled would be appreciated.
Thank you for the prompt reply.
I personally would be thinking areas will be in the 1000’s sqm. For example, say 10 small lots at 450 sqm each = 4500 sqm.
Similarly reach lengths in meters