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August 4, 2000, 14:27
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Dam-break
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#1 |
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Guest
Posts: n/a
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Hi,
I work on case to simulate a free-surface flow (with SEM and HOL ) classic-the broken dam problem for which both analytical (Stoker 1957, Wu & al 1999) and experimental information (Mohapatra & al 1999 ...)are available for comparison. I have some problems in order to reproduce the profile of free surface in wet-bed case. do some one work in this problem before with PHOENICS ? |
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