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  1. SeepMasterDre

    Seepage Analysis in GeoStudio Seep W

    Akua, I pulled up your files and I think I see the problem. You are assigning a boundary condition (Potential Seepage Face) along the inside faces of the sheet-piles and along the underside of the concrete(?) apron. I think this confounds SEEP/W into thinking there is some discharge surface...

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