参考文献/References:
[1] 耿艳芬, 王志力.桥渡对河道水流影响的二维无结构网格模型[J].水利水运工程学报, 2008, 4:78-83.
[2] JAIN S C, FISCHER E E. Scour around bridge piers at high flow velocities[J].Journal of the Hydraulics Division, 1980, 106(11):1827-1842.
[3] HONG Y M, CHANG M L, LIN H C, et al. Experimental Study on Clear Water Scour around Bridge Piers[J].Applied Mechanics and Materials, 2012, 121:162-166.
[4] CHRISOHOIDES A, SOTIROPOULOS F, STURM T W. Coherent structures in flat-bed about-ment flow:computational fluid dynamics simulations and experiments[J].Journal of Hydraulic Engineering, 2003, 129(3):177-196.
[5] BRIAUD J L, CHEN H C, WANG J. Pier and contraction scour in cohesive soils[M].Washington D C: National Cooperative Highway Project:Transportation Research Board, 2004.
[6] SALAHELDIN T M, IMRAN J, HANIF C M. Numerical modeling of three-dimensional Flow field around circular piers[J].Journal of Hydraulic Engineering, 2004, 130(2):91-100.
[7] 董胜男.跨河桥梁对河道防洪影响评价问题的研究[D].2010.
[8] 李付军, 张佰战, 戴荣尧.桥下壅水高度计算方法的理论分析[J].铁道建筑, 2009(6): 31-33.