Aguirre, U., Goñi, M., López, J.J. y Gimena, F.N., (2005). Application of a unit hydrograph based on subwatershed división and comparison with Nash's instantaneous unit hydrograph. Catena, 64(2), 321-332.
Chow, V.T., D.R. Maidment y L.W. Mays, (1988). Applied Hydrology. McGraw-Hill, New York.
Clark C.O., (1945). Storage and the unit hydrograph. Transactions of the American Society of Civil Engineers, 110, 1419-1446.
[+]
Aguirre, U., Goñi, M., López, J.J. y Gimena, F.N., (2005). Application of a unit hydrograph based on subwatershed división and comparison with Nash's instantaneous unit hydrograph. Catena, 64(2), 321-332.
Chow, V.T., D.R. Maidment y L.W. Mays, (1988). Applied Hydrology. McGraw-Hill, New York.
Clark C.O., (1945). Storage and the unit hydrograph. Transactions of the American Society of Civil Engineers, 110, 1419-1446.
Diskin M.H. y E.S. Simpson, (1978). A quasi-linear spatially distributed cell model for the surface runoff system. Water Resour. Bull. 14, 903-918.
Diskin M.H., (1994). A rational routing element for watershed cell models. J. Hydrol., 155, 93-101.
Diskin M.H., G. Wyseure, y J. Feyen, (1984). Application of a cell model to the Bellebeek Watershed. Nord. Hydrol., 15, 25-38.
Dooge J.C.I., (1959). A general theory of the unit hydrograph. Journal of Geophysical Research, 64(2), 241-256.
Gupta V.K., E. Waymire, y C.T.Wang, (1980). Representation of an Instantaneous Unit Hydrograph from Geomorphology. Water Resour. Res., 16(5), 855-862.
Gupta V.K., E. Waymire, y I. Rodríguez-Iturbe, (1986). On Scales Gravity and Network Structure in Basin Runoff. En V. Gupta, I. Rodríguez-Iturbe y E. Wood (eds), Scale Problems in Hydrology, Dordrecht, Holland, D. Reidel, pp. 159-184.
Horton R.E., (1945). Erosional development of streams and their drainage basins: hydrophysical approach to quantitative morphology. Geological Society of America Bulletin, 56, 275-370.
Jen R.I. y G.C. Coon, (2003). True Form of Instantaneous Unit Hydrograph of Linear Reservoirs. J. Irrigation and Drainage Engineering, 129, 1(11).
Karlinger M.R. y B.M. Troutman, (1985). Assessment of the Instantaneous Unit Hydrograph Derived from the Theory of Topologically Random Networks. Water Resour. Res., 21(11), 1693-1702.
Kirkby M.J., (1976). Test of the Random Network Model and Its Application to Basin Hydrology. Earth Surface Processes, 1, 197-212.
López J.J., F.N. Gimena, M. Goñi, y U. Aguirre, (2005). Analysis of a unit hydrograph model based on watershed geomorphology represented as a cascade of reservoirs. Agric. Water Manag., 77, 128-143.
López J.J., F.N. Gimena y M. Goñi, (2007). Hidrograma unitario geomorfológico de depósitos. Base para el cálculo de hidrogramas de diseño en cuencas medianas. CEDEX, Ministerio de Fomento y Ministerio de Medio Ambiente, Madrid.
Mockus V., (1972). Estimation of direct runoff from storm rainfall. National Engineering Handbook, NEH Notice 4-102.
Nash J.E., (1957). The form of the instantaneous unit hidrograph. Int. Assoc. Sci. Hydrology, 45, 3, 114-121.
Nash J.E. y J.V. Sutcliffe, (1970). River flow forecasting through conceptual models I: A discussion of principles. J. Hydrol., Vol. 10, 282-290.
Rodríguez-Iturbe I. y J.B. Valdés, (1979). The Geomorphologic Structure of Hydrology Response. Water Resour. Res., 15(6), 1409-1420.
Rodríguez-Iturbe I., M. González-Sanabria y R.L. Bras, (1982). A Geomorphoclimatic Theory of the Instantaneous Unit Hydrograph. Water Resour. Res., 18(4), 877-886.
Rosso R., (1984). Nash Model Relation to Horton Order Ratios. Water Resour. Res., 20(7), 914-920.
Singh V.P., (1988). Hydrologic Systems. Vol. I. Rainfall-RunoÆ Modeling. Prentice-Hall, Englewood Cliffs.
Troutman B.M. y M.R. Karlinger, (1986). Averaging Properties of Channel Networks Using Methods in Stochastic Branching Theory. En V. Gupta, I. Rodríguez-Iturbe y E. Wood (eds), Scale Problems in Hydrology, Dordrecht, Holland, D. Reidel.
Wang G-T y S. Chen, (1996). A linear spatally distributed model for a surface rainfall-runoff system. J. Hydrol., Vol. 185, 183-198
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