Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers

<div>Longitudinal variations of the stable transition probabilities in the channel centerline for (a) unprotected pier (test C1) and (b) protected pier with bed sill and sacrificial piles (test C9).</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers 