TECHNICAL PAPERS
Jul 1, 1997

Study of Potential Flash Floods by Kriging Method

Publication: Journal of Hydrologic Engineering
Volume 2, Issue 3

Abstract

The flood frequency analysis has been widely conducted where gauging stations are available and statistical distributions can be used to analyze historical data. On the other hand, flash floods usually occur at unexpected locations having no gauging stations, and have hardly been discussed. Based on the available information from surrounding precipitation gauges, potential flash floods were defined for a watershed and their regional distributions were investigated. Daily truncation levels of 99.9 and 99.99% were used to derive potential flash floods, where a 99.9% level means that 0.1% of daily precipitations are larger than or equal to the truncated value. The higher the truncation level, the greater the magnitude of a potential flash flood. Records from 21 precipitation gauging stations were selected for the studied region. The kriging method based on the minimum variance unbiased estimation was introduced to calculate spatial interpolation. These kriging estimates form a regional distribution of potential flash floods, which are expressed by contour lines. The result shows that the estimation errors associated with the regionalization were reasonably small.

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References

1.
Chang, T. J. (1987). “Analysis and simulation of three-component floods in the Ohio River Basin.”Hydrologic frequency modeling, V. P. Singh, ed., D. Reidel Publishing Co., Dordrecht, The Netherlands, 583–594.
2.
Chang, T. J.(1990). “Effects of drought on streamflow characteristics.”J. Irrig. and Drain. Engrg., ASCE, 116(3), 332–341.
3.
Chang, T. J., and Kleopa, X.(1991). “A proposed method for drought monitoring.”Water Resour. Bull., 27(2), 275–281.
4.
Chang, T. J., and Stenson, J. R.(1990). “Is it realistic to define a 100-year drought for water management?”Water Resour. Bull., 26(5), 823–829.
5.
Chow, V. T. (1964). “Statistical and probability analysis of hydrologic data, Sec. 8.”Handbook of applied hydrology, V. T. Chow, ed., McGraw-Hill Book Co., New York, N.Y.
6.
Delhomme, J. P.(1978). “Kriging in hydrosciences.”Advances in Water Resour., 1(5), 251–266.
7.
Kafritsas, J., and Bras, R. L. (1981) “The practice of kriging.”Rep. 263. MIT Press, Cambridge, Mass.
8.
Karlinger, M. R., and Skrivan, J. A. (1980). “Kriging analysis of mean annual precipitation, Power River Basin, Montana and Wyoming.”U.S. Geological Survey Rep. 80-50, USGS, Reston, Va.
9.
Kitanidis, P. K.(1983). “Statistical estimation of polynomial generalized covariance functions and hydrological applications.”Water Resour. Res., 19(4), 909–921.
10.
Linsley, R. K., Kohler, M. A., and Paulhus, J. L. (1982). Hydrology for engineers. McGraw-Hill Book Co., New York, N.Y.
11.
National Oceanic and Atmospheric Administration (NOAA). (1991). Natural disaster survey report: Shadyside, Ohio, flash flood June 14, 1990. National Weather Service, Silver Spring, Md.
12.
Yevjevich, V. M. (1972). Probability and statistics in hydrology. Water Resources Publications, Fort Collins, Colo.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 2Issue 3July 1997
Pages: 104 - 108

History

Published online: Jul 1, 1997
Published in print: Jul 1997

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Authors

Affiliations

Tiao J. Chang, Member, ASCE,
Prof., Civ. Engrg. Dept., 147 Stocker Ctr., Ohio Univ., Athens, OH 45701.
Hong Y. Sun
Sr. Engr., URS Consultants, 33 North High St., Columbus, OH 43215.

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