Estimation of the design flood of Tecolutla River, Mexico, using the probable maximum rainfall

Main Article Content

Domitilo Pereyra Díaz

Abstract

The design flood in a large catchment area was estimated for the probable maximum rainfall (pmp). The instant unit hydrograph model was used. The daily pmp that may occur in 1000 years on the watershed of the Tecolutla River, Mexico, was estimated by extreme values. The model forecasts a peak flow of 31,627.7m3/s at El Remolino, Veracruz.

Article Details

How to Cite
Pereyra Díaz, D. (1993). Estimation of the design flood of Tecolutla River, Mexico, using the probable maximum rainfall. Geofisica Internacional, 32(1), 35–39. https://doi.org/10.22201/igeof.00167169p.1993.32.1.1150
Section
Article

References

APARICIO, M. F., 1989. Fundamentos de hidrología de superficie. Limusa, Mexico, 303 pp.

DOMINGUEZ, M. R., O. FUENTES M. and V. FRANCO, 1980. Avenida de diseño. Manual de diseño de obras civiles. Sección hidrotécnia. C.F.E. México, 60 pp.

FUENTES, M. O., R. DOMINGUEZ M. and V. FRANCO, 1981. Relación entre precipitación y escurrimiento. Manual de diseño de obras civiles. Sección hidrotécnia. C.F.E. México, 62 pp.

FOROUD, N. and R. S. BROUGHTON, 1981. Flood hydrograph simulation model. Journal of Hydrology, 49, 139-172. DOI: https://doi.org/10.1016/0022-1694(81)90210-9

ISLAS, O. R. M. and D. PEREYRA D., 1990. Aspectos físicos y recursos naturales del Estado de Veracruz III. Universidad Veracruzana, Colec. Textos Universitarios, 29 pp.

MIROSLAVA, U., 1992. The extremal value distribution of rainfall data at Belgrado, Yugoslavia. Atmósfera, 5, 47-56.

McMAHON, T. A. and R. SRIKANTHAN, 1981. Log Pearson III distribution - is applicable to flood frecuency analysis of Australian streams? Journal of Hydrology, 52, 139-147. DOI: https://doi.org/10.1016/0022-1694(81)90100-1

PEREYRA, D. D. and A. HERNANDEZ T., 1989. Avenida de diseño: cuando no se tienen registros hidrométricos en el sitio del proyecto. GEOS, Bol. Unión Geofís. Mex., 9, 95-102.

RAUDKIVI, A. J., 1979. Hydrology: an advance introduction to hydrological processes and modelling. Pergamon Press, Great Britain, 479 pp.

SHRADER, M. L., W. RAWLS, W. SNYDER and R. McCUEN, 1981. Flood peak regionalization using mixed-mode estimation of the parameters of the log normal distribution. Journal of Hydrology, 52, 229-237. DOI: https://doi.org/10.1016/0022-1694(81)90172-4

SRIKANTHAN, R. and T. A. McMAHON, 1981. Log Pearson III - effect of dependence, distribution parameters and sample size on peak annual flood estimate. Journal of Hydrology, 52, 149-157. DOI: https://doi.org/10.1016/0022-1694(81)90101-3

TEJEDA, M. A., F. ACEVEDO R. and E. JAUREGUI O., 1989. Atlas climático del Estado de Veracruz. Universidad Vcracruzana, Colec. Textos Universitarios, 150 pp.

VIESSMAN, W., J. W. KNAPP and G. L. LEWIS, 1977. Introduction to hydrology. Harper and Row publishers, 704 pp.

YEVJEVlCH, V., 1972. Probability and statistical in hydrology. Water Resources Publication, 302 pp.