Bridge Abutment Scour in Compound Channelsby Bruce W. Melville, Auckland Univ, Auckland, New Zealand,
Robert Ettema, Auckland Univ, Auckland, New Zealand,
Document Type: Proceeding Paper
Part of: Hydraulic Engineering
Experiments are reported which quantify the effect of channel geometry on local scour at abutments for bridges crossing compound river channels. The channel geometry effects are represented by a multiplying factor (KG). It is shown that KG, as determined by a simple expression involving the cross-section geometry and roughness of the main and flood channels, is consistent with the experimental data. For design prediction, an expression for the equivalent length of abutment in a compound channel is proposed.
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