[1] JOBSON H E,SERGE W W.Predicting concentration profiles in open channels[J].J of the Hyd Div,1970,96(10):1983-1996.
[2] 张啟舜.明渠水流泥沙扩散过程研究及其应用[J].泥沙研究,1980(1):37-52.(ZHANG Qi-shun.Diffusion process of sediment in open channel and its application[J].Journal of Sediment Research,1980,(1):37-52.(in Chinese))
[3] 韩其为,何明民.论非均匀悬移质二维不平衡输沙方程及其边界条件[J].水利学报,1997(1):2-11.(HAN Qi-wei,HE Ming-min.2D nonequilibrium transportation equation of nonuniform suspended load and its boundary condition[J].Journal of Hydraulic Engineering,1997,(1):2-11.(in Chinese))
[4] 韩其为.扩散方程边界条件及恢复饱和系数[J].长沙理工大学学报:自然科学版,2006(3):7-19.(HAN Qi-wei,Boundary condition of diffusion equation and coefficient of saturation recovery[J].Journal of Changsha University of Science & Technology:Natural Science,2006,(3):7-19.(in Chinese))
[5] 韩其为,陈绪坚.恢复饱和系数的理论计算方法[J].泥沙研究,2008(6):8-16.(HAN Qi-wei,CHEN Xu-jian.Theoretical method for calculating the saturation recovery coefficient[J].Journal of Sediment Research,2008,(6):8-16.(in Chinese))
[6] 韩其为.水量百分数的概念及在非均匀悬移质输沙中的应用[J].水科学进展,2007,18(5):633-640.HAN Qi-wei.Percentage of flow discharge and its application in non-equilibrium transportation of nonuniform suspended-load[J].Advances in Water Science,2007,18(5):633-640.(in Chinese))