[1] Ross, C. N.,The calculation of flood discharges by a time contour plan. Transactions of the Institution of Enyneers (Australia), 1921,(2)
[2] Surkan, A.J.,Synthetic hydrographs: Effects of network gcometrs. Water Resources Research,1969,5(1)
[3] Rodriguez-Iturbe, L, Valdes, J. B., The geomorphologic structure of hydrologic response.Water Resources Research, 1979, 15 (6)
[4] Gupta, V. K., Waymire, E., Wang, C. T., A representation of an instantaneous unit hydrograph from geomorphology, Water Resources Research, 1980, 16(6)
[5] Strahler, A. N., Hypsometric (area-altitude) analysis of erosional topography. Gelo. Soc. Am.Bull., 1952, 63
[6] 于维忠、丙孝芳,水文学原理(二),水利电力出版社,1988
[7] Agnese, C., D.Asaro, F., Giordano, G., Estimation of the time scale of the geomorphologic instantaneous unit hydrograph from effective streamflow velocity. Water Resources Research,1988, 24 (7)