[1] Aksoy H,Kavvas M L. A review of hillslope and watershed scaleerosion and sediment transport models[J]. Catena,2005,64: 247-271.
[2]
[2] Julien P Y,Simons D B. Sediment transport capacity of overlandflow[J]. Transactions of the ASAE,1985,28(3): 755-762.
[3]
[3] Guy B T,Dickinson W T,Rudra R P. Evaluation of fluvial sedimenttransport equations for overland flow[J]. Transactions of theASAE,1992,35(2): 545-555.
[4]
[4] Yang C T. Incipient motion and sediment transport[J]. Journal ofthe Hydraulics Division,1973,99(HY10): 1679-1704.
[5]
[5] Bagnold R A. An approach to the sediment transport problem fromgeneral physics[R]. Washington. D. C: U. S. Government GeologicalSurvey,1966.
[6]
[14] Govers G. Evaluation of transport capacity formulae for overlandflow [M] / / Parsons A J,Abrahams A D. Dverland Flow. London:UCL Press,1992: 243-274.
Yi Chuixiang,Liu Kaiyu,Zhou Tao. Research on a formula of rainfallinterception by vegetation[J]. Journal of Soil Erosion and Soiland Water Conservation,1996,2(3): 47-49.
[9]
[16] Penman H L. Natural evaporation from open water,bare soil andgrass[M]. London: Proceedings,Royal Society,1948: 120-145.
[10]
[6] Yalin M S. An expression for bed-load transportation[J]. Journalof the Hydraulics Division,1963,89(HY3): 221-250.
[11]
[7] Beasley D B,Huggins L F,Monke E J. Answers: a model for watershedplanning [J]. Transactions of the ASAE,1980,23(4):938-944.
[12]
[8] Knisel W G. Creams: a field scale model for chemicals,runoff,and erosion from agricultural management systems[R]. WashingtonD. C. : U. S. Department of Agriculture,Conservation Service,1980.
[13]
[9] Moore I D,Burch G J. Sediment transport capacity of sheet and rillflow: application of unit stream power theory[J]. Water ResourcesResearch,1986,22(8): 1350-1360.
[14]
[10] Gilley J E,Woolhiser D A,McWhorter D B. Interrill soil erosion-Part I: Development of model equations[J]. Transactions of theASAE,1985,28(1): 147-153.
[15]
[11] Alonso C V,Neibling W H,Foster G R. Estimating sedimenttransport capacity in watershed modeling[J]. Transactions of theASAE,1981,24(5): 1211-1220.
[16]
[12] Smart G M. Sediment transport formula for steep channels[J].Journal of Hydraulic Engineering,1984,110(3): 267-276.
[17]
[13] Low H S. Effect of sediment density on bed-load transport[J].Journal of Hydraulic Engineering,1989,115(1): 124-138.
[18]
[17] 雷志栋,杨诗秀. 土壤水动力学[M]. 北京: 清华大学出版社,1988.
[19]
[18] Smith R E,Goodrich D,Quinton J N. Dynamic,distributed simulationof watershed erosion: the Kineros2 and Eurosem models[J].Journal of Soil and Water Conservation,1995,50: 517-520.
[20]
[19] Yu B. A unified framework for water erosion and deposition equations[J]. Soil Science Society of America Journal,2003,67: 251-257.