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Scour Protection at Bridge Piers
Journal of Hydraulic Engineering, 1992The objective of this study is to review existing methods and propose alternative or additional devices for scour protection around bridge piers. Engineering methods used in dealing with pier‐scour problems include placing coarse riprap around the foundations. An inverted filter layer is normally placed beneath the riprap to overcome leaching problems.
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BRIDGE SMS – Bridge Scour Management System
2018U radu se prikazuje osnovna ideja, ciljevi i rezultati EU FP7 projekta BRIDGE SMS.
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Local Scour at Bridge Abutments
Journal of Hydraulic Engineering, 1992Laboratory data for local scour depth at bridge abutments are presented. These include sufficient data to demonstrate the effects on scour depth of abutment length, flow depth, and abutment shape and alignment. In addition, some data for the effects of sediment characteristics, flow intensity, and approach channel geometry are given.
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Local and Contraction Scour at Bridge Abutments
Building Partnerships, 2000In most experimental studies on erosion at bridge piers and abutments, the value of the blockage ratio b/B between the transversal obstacle dimension and the flume width is kept as small as possible (typically b/B b is not small compared to B so that the average acceleration due to contraction is expected to increase the scour effects of the ...
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BRIDGE SCOUR. INFORMAL DISCUSSION.
Proceedings of the Institution of Civil Engineers - Transport, 1996J E WHITBREAD +3 more
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