Research Article
Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers
Figure 9
Longitudinal variation of Reynolds’ shear stress in the channel centerline for the unprotected pier (test C1) and protected pier with bed sill and sacrificial piles (test C9): (a) and (b) .
(a) |
(b) |