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Bruce W.MELVILLE 《国际泥沙研究》2002,17(4)
The authors present new measurements of maximum (equilibrium) local scour depth at bridge abutments, the new data being analysed in terms of the multiplying factors given in Melville (1992,1997) and Melville and Coleman (2000). The design method presented in these publications is referred to here as the University of Auckland (UoA) Method. The authors' data apply to the following factors:∏f (flow intensity), ∏θ (abutment alignment) and ∏g (approach channel geometry). 相似文献
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Jun-Ichi Yano 《地球物理与天体物理流体动力学》2013,107(5):425-429