YANG Sheng-fa,YUAN Guan-dong,LUO Ling-yuan,HU Peng-fei. Stable Width of the Shima River Based on the Maximum Sediment Transport Rate[J]. Journal of Chongqing Jiaotong University(Natural Science), 2010, 29(6): 965-968.
[1] Henderson F M. Open channel flow[M]. New York: MacMillan Publishing Co. ,1996.
[2] Bagnold R A. Bedload transport by natural river[J]. Water Resour,1979,13( 2) : 303 - 312.
[3] Parker G. Hydraulic geometryof active gravel river[J]. Hydr Div,1979,105( 9) : 1185 - 1201.
[4] Gilbert G K. The transportation of debris by running water[M].Washington,D. C. : U S Government Printing Office,1994.
[5] 钱宁,万兆惠. 泥沙运动力学[M]. 北京: 科学出版社,2003.
[6] Michacel A C,George A G. Influence of channel width on bed load transport capacity[J]. Hydr Div,1988,113 ( 12) : 1489 -1509.
[7] 杨胜发,周华君,胡江. 内流河宽浅变迁河段水沙运动规律研究[M]. 重庆: 重庆大学出版社,2007.
[8] Cao S,Knight D. Design for hydraulic geometry of alluvial channels[J]. Journal of Hydraulic Engineering,1998,124( 5) : 484- 492.
[9] Ackers P,White R. Sediment transport-new apporach and analysis[J]. Journal of the Hydraulics Division,1973,99( 11) : 2041 -2060.
[10] 王兴奎. 河流动力学[M]. 北京: 科学出版社,2007.