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

<div>Longitudinal variation of the occurrence probabilities in the channel centerline for (a) upstream of C1, (b) upstream of C9, (c) downstream of C1, and (d) downstream of C9.</div>

Shock and Vibration

fig10

Figure 10

Figure 10: Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers 