Hello
I have to include in a river a channel that extracts 110 m3 / s, from the scheme I simulate it as fun but when I run it I don't see that the flow rates reflect that extraction? What result should it reflect?
Confused me from saying (in another query) that a detour is modeled in WEAP as a separate river?

Thanks

Dear Gabriela,
How are you telling the model how much water to divert?


Anne