[Tim EvansParticipant]

Hi All,
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.
Tim

[Tim EvansParticipant]

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) ?

[Tim EvansParticipant]

Hi David,
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.

Tim

[Tim EvansParticipant]

Hi David,
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

Tim

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