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

<div>Longitudinal variation of turbulent kinetic energy 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

fig8

Figure 8

Figure 8: Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers 