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All Topics | Topic "Diversion"
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Author Message
Dr. Gabriela Polla

Subject: Diversion   
Posted: 11/19/2021 Viewed: 1211 times
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


Ms. Anne Hereford

Subject: Re: Diversion   
Posted: 11/23/2021 Viewed: 1202 times
Dear Gabriela,
How are you telling the model how much water to divert?


Anne
Topic "Diversion"