Boundary Condition Analysis - Part 2

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  • Опубліковано 7 лют 2025

КОМЕНТАРІ • 1

  • @ZakariaAMMARI-t4c
    @ZakariaAMMARI-t4c Рік тому

    Hello, can you suggest what boundary condition should be given to limit of watershed obtained automatically from DEM.
    I tried no-flow BC and CHD downstream. but it doesnot converge well. If i use CHD for the total boundary like that used in the SWAT+GWFLOW model, it converges but as you said it not unique model, because of the distribution of Rechage and HC.
    Thank you