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seepage analysis on geostudio seep/w
emmgjld Yes, I am in a steady-state analysis. As in my briefing, I've already understood the minimum flow... In this situation, how would you advise me if I was to compare the flow quantity between taking into account the only the flow under phreatic vs real flow? fattdad Thank you for...- careka
- Post #4
- Forum: Geotechnical engineering general discussion
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seepage analysis on geostudio seep/w
Hello good fellows! I am doing a research over a seepage through an embankment dam. I am new to geostudio seep/w and I need to do a comparison analysis considering no flow on the unsaturated zone vs flow on both sat/unsaturated zones. The only way I figured to do this is to steeper VWC...- careka
- Thread
- Replies: 3
- Forum: Geotechnical engineering general discussion
