Fig. 5
Influence of debris thickness ratio on local scour depth for: (a) bridge pier and (b) bridge abutment configurations with various debris shapes (rectangular, semi-circular, and triangular) at \({d}_{ap}/B\)=0.1.
Fig. 5 | Scientific Reports
Influence of debris thickness ratio on local scour depth for: (a) bridge pier and (b) bridge abutment configurations with various debris shapes (rectangular, semi-circular, and triangular) at \({d}_{ap}/B\)=0.1.
