[1] Liggett J A,Woolhiser D A. Unsteady one dimensional How over a plane the rising hydrograph. Water Resources Res, 1976, 3 (3)
[2] Owerton D E, Meadows M E. Stormwater modeling.New Yark Saa Francisco Lodon,1976. 65-67
[3] 华士乾,文康.论流域汇流的数学漠型一火利学报,1937. 5-6
[4] Rodriguez I, Valdes J B. The geomorphological stucture of hydrologic response.Water Resources Restarth, 1979, 3 (6)
[5] 王厥谋,张瑞芳,徐贯午.综合约束线性系统模型.水利学报,1937, (7)
[6] 文康,梁庚辰.总经流线性响应模型与线性扰动模型.水利学报,1986, (6)
[7] 朱咸,温灼如.利用水文模型试验检验单位线法的基本假定.水利学报,1959, (6)
[8] Roach A, Diskin M H. Demonstration oCnonlinear effects of a second order surface runoff model by field data. Flood and Drought, 1972
[9] Pilgrim D H. Radioactive tracing of storm runoff on a small catchment. journal of hydrology 1966, 4 (4)
[10] 石原藤次郎,高槕琢马.单位线法及其应用的基本研究.日本土木学会论文集.第60号.别册 (3-3),1959.3
[11] 文康,李琪,陆卫鲜.R-V地貌单位线通用公式及其应币.水文, 1988, (3)
[12] 李琪,文康.地貌单位线通用公式中动力因子—流速计算的研究.海河水利,1989, (1)