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scour depths

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sklgleb

Bioengineer
Jan 7, 2008
18
Hi all,

I need to come up with design depths for scour of pilings (working in SW Florida) - is there a standard reference guide/map that has this outlined? If not, is there a typical procedure to obtain a conservative value that DEP will not dispute?

Thanks,

G.S.
 
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In my experience (private work and DOT) we have used the rule-of-thumb that scour is about the same as rise of water surface during flood times.
 
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