TY - GEN
T1 - Experimental investigation of the pier streamlining effect on bridge local scour under clear water conditions
AU - Li, Junhong
AU - Tao, Junliang
N1 - Publisher Copyright:
© ASCE.
PY - 2017
Y1 - 2017
N2 - A series of experimental tests were conducted to investigate the effect of pier streamlining on bridge local scour under clear-water conditions. A total of four testing cases were included in this study. Test conditions in all cases were kept the same except that the pier geometry in each case had sequentially increased extents of streamlining. These streamlining features were adopted from a previous numerical study by the authors. This paper compared the time evolution of local scour among cases. Contour maps of the scoured bed were obtained using the structure from motion (SfM) technique. The streamlined piers generally showed advantage over the traditional oblong pier in terms of the scour rate, the maximum scour depth and the total scoured volume at equilibrium. This study suggests that streamlining can be a viable scour countermeasure, but more real-life scenarios including variabilities in soil and flow properties need to be further investigated.
AB - A series of experimental tests were conducted to investigate the effect of pier streamlining on bridge local scour under clear-water conditions. A total of four testing cases were included in this study. Test conditions in all cases were kept the same except that the pier geometry in each case had sequentially increased extents of streamlining. These streamlining features were adopted from a previous numerical study by the authors. This paper compared the time evolution of local scour among cases. Contour maps of the scoured bed were obtained using the structure from motion (SfM) technique. The streamlined piers generally showed advantage over the traditional oblong pier in terms of the scour rate, the maximum scour depth and the total scoured volume at equilibrium. This study suggests that streamlining can be a viable scour countermeasure, but more real-life scenarios including variabilities in soil and flow properties need to be further investigated.
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U2 - 10.1061/9780784480465.003
DO - 10.1061/9780784480465.003
M3 - Conference contribution
AN - SCOPUS:85018777994
T3 - Geotechnical Special Publication
SP - 20
EP - 28
BT - Geotechnical Special Publication
A2 - Brandon, Thomas L.
A2 - Valentine, Richard J.
PB - American Society of Civil Engineers (ASCE)
T2 - Geotechnical Frontiers 2017
Y2 - 12 March 2017 through 15 March 2017
ER -