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bridge scour and d50
Dear HEC-USERS
I am performing a scour analysis at a single pier for a proposed bridge
but i have some problems with d50: the scour remains very high, more than 2 meters even if i set for d50 very high values - 100-200-1000 mm.
is there any range for this Variable?
Any comments on the method that I should use, would be appreciated
giuliano barbarito
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