TECHNICAL NOTES
Jan 1, 2001

New Perspective on Rainfall Frequency Curves

Publication: Journal of Hydrologic Engineering
Volume 6, Issue 1

Abstract

Depth-duration-frequency (DDF) or intensity-duration-frequency (IDF) curves are developed using a single series of maximum rainfall data for the desired duration from a single station. If these curves are developed using the series for all durations from the same station, in theory they should never intersect. However, during the development of sets of IDF curves for different durations and return periods to develop a rainfall frequency atlas for a region in Venezuela, South America, it was found that these curves often intersected. A technique to generate these curves that would prevent their intersection is proposed. This new method entails the collective examination of all series of extreme rainfall depths, and therefore, guarantees consistent results. This method is able to detect series with insufficient or doubtful measurements through the value of the exponent of an equation that relates rainfall depth and duration, and through the statistics of their series. This method also allows the generation of new DDF and/or IDF curves for a virtual rainfall gauge strategically located in areas under study.

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References

1.
Abellán, H. G., and Porras, P. J. ( 1984). “Curvas de Profundidad-Frecuencia-Duración.” Sociedad Venezolana de Ingenieŕıa Hidráulica, Revista “El Agua,” Caracas, Venezuela, No. 32, Mar.
2.
Chow, V. T. ( 1953). “Frequency analysis of hydrologic data with special application to rainfall intensities.” Bull. No. 414, University of Illinois Engineering Experiment Station.
3.
Chow, V. T., Maidment, D. R., and Mays, L. W. ( 1988). Applied hydrology, McGraw-Hill, New York.
4.
Gumbel, E. J. ( 1941). “Probability interpretation of the observed return periods of floods.” Trans., American Geophysical Union, Washington, D.C., 21, 836–850.
5.
Tomlinson, A. I. ( 1980). “The frequency of high intensity rainfalls in New Zealand.” Water and Soil Tech. Publ. No. 19, Minister of Works and Development, Wellington, New Zealand.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 6Issue 1January 2001
Pages: 82 - 85

History

Received: Jul 14, 1999
Published online: Jan 1, 2001
Published in print: Jan 2001

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Authors

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P.E., Member, ASCE
Civ. Engr., Universidad Central de Venezuela, Caracas, Venezuela.
Assoc. Civ. Engr., Proj. Engr., Otay Water Dist., Spring Valley, CA 91977.

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