Pier and Contraction Scour in Cohesive Soils (2004) / Chapter Skim
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From page 14... ...
for pipe flows. Where τ is the shear stress on the wall of the pipe; f is the friction factor obtained from the Moody Chart (Figure 3.3)
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15 Figure 3.1. Schematic diagram and result of the Erosion Function Apparatus (EFA)
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: a) scour rate versus shear stress, b)
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