Subject: Diversion Posted: 11/19/2021 Viewed: 1200 times
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?
Ms. Anne Hereford
Subject: Re: Diversion Posted: 11/23/2021 Viewed: 1191 times
How are you telling the model how much water to divert?