| FFECTS OF FLOW INTENSITY, OBSTACLE ALIGNMENT AND CROSS-SECTION GEOMETRY ON SCOUR AT BRIDGE ABUTMENTS"?CARDOSO, A.H., SANTOS, J.S. and ROCA, M. |
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| 作者姓名： | Bruce W.MELVILLE |
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| 作者单位： | Civil Engineering，The University of Auckland Professor Private Bag，Auckland，NewZealand |
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| 摘 要： | 1 FLOW INTENSITY, PF Local scour processes differ between clear-water (sub-threshold) and live-bed (post-threshold) conditions of sediment transport on the channel bed ahead of the bridge abutment. As described by Melville and Coleman (2000), the stage of sediment transport can be represented by the mean velocity ratio U/Uc, termed the flow intensity. For U/Uc 1, clear-water conditions pertain, while live-bed scour occurs for U/Uc > 1. The variation of local scour depth at bridge …
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