张一新,张斌奇.沉沙池设计中确定泥沙沉降率综合系数α的方法[J].人民珠江,1996,(3):29-32.Zhang Yixin,Zhang Binqi.Method for sediment recovery saturation coefficient in sedimentation pool design[J].Pearl River,1996,(3):29-32.
[2]
葛华,朱玲玲,张细兵.水库下游非均匀沙恢复饱和系数特性[J].武汉大学学报(工学版),2011,44(6):711-714.Ge Hua,Zhu Lingling,Zhang Xibing.Analysis of nonuniform sediment recovery coefficient downstream from reservoir[J].Engineering Journal of Wuhan University,2011,44(6):711-714.
窦国仁.潮汐水流中的悬沙运动和冲淤计算[J].水利学报,1964,(4):13-23.Dou Guoren.Calculation of suspended sediment movement and erosion in tidal current[J].Journal of Hydraulic Engineering,1963,(4):13-23.
[5]
黎运棻,张晋营,张金凯,等.水利水电工程沉沙池设计[M].北京:中国水利水电出版社,2004.Li Yunfen,Zhang Jinying,Zhang Jinkai,et al.Detritor Design of Water Resources and Hydropower Engineering[M].Beijing:China Water&Power Press,2004.
[6]
史传文,罗全胜.一维超饱和输沙法恢复饱和系数α的计算模型研究[J].泥沙研究,2003,(1):59-63.Shi Chuanwen,Luo Quansheng.Study on the restoration and saturation coefficientαin 1-D over-saturation sediment transport[J].Journal of Sediment Research,2003,(1):59-63.
陆永军,袁美琦.潮汐河口二维动床紊流模型[J].水科学进展,1998,(2):151-158.Lu Yongjun,Yuan Meiqi.2-D mobile-bed turbulent model for tidal funnel[J].Advances in Water Science,1998,(2):151-158.
[9]
刘金梅,王士强,王光谦.河流冲刷过程中表层床沙粗化对不平衡输沙的影响[J].水科学进展,2000,(3):229-234.Liu Jinmei,Wang Shiqiang,Wang Guangqian.Effect of coarsening surface bed material on non-equilibrium sediment transport process during river degradation[J].Advances in Water Science,2000,(3):229-234.
[10]
张啟舜.明渠水流泥沙扩散过程的研究及其应用[J].泥沙研究,1980,(12):37-52.Zhang Qishun.Diffusion process of sediment in open channel and its application[J].Journal of Sediment Research,1980,(12):37-52.
[11]
韩其为.非均匀悬移质不平衡输沙的研究[J].科学通报,1979,(17):804-808.Han Qiwei.A study of the non-equilibrium transportation of non-uniform suspended load[J].Chinese Science Bulletin,1979,(17):804-808.
[12]
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(3):7-19.Han Qiwei.Boundary condition of diffusion equation and coefficient of saturation recovery[J].Journal of Changsha University of Science and Technology(Natural Science),2006,3(3):7-19.
[13]
张应龙.荆江放淤实验工程实测资料分析[J].泥沙研究,1981,(3):82-90.Zhang Yinglong.Analysis of measured data of sedimentation experimental engineering in Jingjiang River[J].Journal of Sediment Research,1981,(3):82-90.
[14]
赵克玉,王小艳.一维泥沙数学模型中有关问题的商榷[J].水土保持通报,2003,23(6):50-53.Zhao Keyu,Wang Xiaoyan.Discussion on some problems about 1-D sediment numerical model[J].Bulletin of Soil and Water Conservation,2003,23(6):50-53.
[15]
周建军.关于三峡水库泥沙计算可靠性的讨论[J].水力发电学报,2005,24(1):33-39.Zhou Jianjun.Discussion on the reliability of sediment computations employed in the feasibility studies of Three Gorges Project[J].Journal of Hydroelectric Engineering,2005,24(1):33-39.
[16]
韩其为,何明民.恢复饱和系数初步研究[J].泥沙研究,1997,(3):32-40.Han Qiwei,He Mingmin.A study on coefficient of saturation recovery[J].Journal of Sediment Research,1997,(3):32-40.
[17]
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 Qiwei,Chen Xujian.Theoretical method for calculating the saturation recovery coefficient[J].Journal of Sediment Research,2008,(6):8-16.