Determination of the inflow time of maximum floods in a dam
DOI:
https://doi.org/10.17533/udea.redin.20241251Keywords:
flood routing, maximum floods, inflow time, El Caracol damAbstract
A methodology is proposed for the determination of the maximum floods entering a dam based on the analysis of different regression relationships between parameters characterized and identified from the maximum floods of a cascade dam system. It is possible to know the behavior of the inflow time of the maximum floods to a dam, taking as an application case the El Caracol dam in the Balsas river basin in Mexico. The characterization of the hydrographs made it possible to define models that provide advanced knowledge of the maximum flows and the time at which they will enter the dam, thus offering a model for forecasting maximum floods in a dam system.
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References
Z. P Kirpich, “Time of Concentration of Small Agricultural Watersheds. Civil Engineering”, 10(6): 362, 1940.
F. J. Aparicio-Mijares, Fundamentos de Hidrología Superficial, 2nd ed. Noriega Editores, México, 1997.
U.S. Bureau of Reclamation, Flood Hydrology Studies. Design of Small Dams, Department of the Interior (29-35), United States, 1987.
Soil Conservation Service SCS, Urban Hydrology for Small Watersheds, Tech. Release 55, Washington, DC, 1986.
J.R. Témez, “Extended and improved rational method. Version of the highways administration of Spain”, In Proc. XXIV Congress, pp. 33-40, 1991.
M. Wanielista et al., Hydrology: Water quantity and quality control, John Wiley and Sons, US, 1997.
C. Valencia and O. Zuluaga, Estudio preliminar del tiempo de concentración en algunas cuencas de Antioquia, Trabajo de grado, Universidad Nacional de Colombia, Medellín, Colombia, 1981.
V.T. Chow et al., Hidrología aplicada, McGraw-Hill, Santafé de Bogotá, Colombia, 1994.
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