TECHNICAL PAPERS
Nov 1, 1991

Investigation of Precipitation Droughts by Use of Kriging Method

Publication: Journal of Irrigation and Drainage Engineering
Volume 117, Issue 6

Abstract

Precipitation droughts were defined using monthly precipitation time series and different truncation levels—namely, 70%, 80%, 90%, and 95%—in which a 70% truncation level means that 70% of the recorded monthly precipitations are greater than or equal to the value. Conditional probabilities that droughts of certain truncation levels will advance to their next higher levels were estimated at each gage location. There are 21 precipitation stations selected in the Scioto River Basin, in Ohio, for the study of regional drought characteristics. The kriging method based on the minimum unbiased estimation was used to obtain a regional distribution of conditional drought probabilities at each truncated level. Contour lines of conditional probabilities for each truncation level were constructed to show possible drought‐prone distributions for the ungaged region. This reflects the areal severity of water shortage in case of drought.

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References

1.
Alley, W. M. (1985). “The Palmer drought severity index as a measure of hydrologic drought.” Water Resour. Bulletin, 21(1), 105–114.
2.
Beard, L. R., and Kubik, H. K. (1972). “Drought severity and water supply dependability.” J. of Irrig. and Drain. Div., 98(3), 433–442.
3.
Chang, T. J., Delleur, J. W., and Kavvas, L. M. (1984). “Modeling of sequences of wet and dry days by binary discrete autoregressive moving average processes.” J. of Climate and Appl. Meteorology, 23(9), 1367–1378.
4.
Chang, T. J. (1989). “Investigation of low‐flow phenomenon in case of droughts.” ASCE Proc., ASCE, New York, N. Y., 37–43.
5.
Chang, T. J. (1990). “Effects of drought on streamflow characteristics.” J. of Irrig. and Drain. Engrg., 116(3), 332–341.
6.
Delhomme, J. P. (1978). “Kriging in hydrosciences.” Advances in Water Resour., 1(5), 251–266.
7.
Dracup, J. A., Lee, K. S., and Paulson, E. G. (1980). “On the definition of drought.” Water Resour. Res., 16(2), 297–302.
8.
Huff, F. A., and Changnon, S. A., Jr. (1964). “Relation between precipitation drought and low streamflow.” Publication 63, Int. Assoc. Sci. Hydr., Centbrugge, Belgium, 167–180.
9.
Joseph, E. S. (1970). “Frequency of design drought.” Water Resour. Res., 6(4), 1199–1201.
10.
Kafritsas, J., and Bras, R. L. (1981). “The practice of kriging.” Report 263, Ralph M. Parson Lab., MIT, Cambridge, Mass.
11.
Kitanidis, P. K. (1983). “Statistical estimation of polynomial generalized covariance functions and hydrological applications.” Water Resour. Res., 19(4), 909–921.
12.
Klugman, M. R. (1978). “Drought in the upper Midwest: 1931–1969.” J. of Appl. Meteorology, 17(10), 1425–1431.
13.
Linsley, R. K., Kohler, M. A., and Paulhus, J. C. H. (1975). Hydrology for engineers. McGraw‐Hill Book Co., New York, N. Y.
14.
Palmer, W. C. (1965). “Meteorologic drought.” Res. Report No. 45, U.S. Dept. of Commerce, Weather Bureau, Washington, D.C.
15.
Sen, Z. (1980). “Statistical analysis of hydrologic critical droughts.” J. of Hydr. Div., 106(1), 99–115.
16.
Yevjevich, V. M. (1967). “An objective approach to definitions and investigations of conditional hydrologic droughts.” Hydrologic Report 23, Colorado State University, Fort Collins, Colo.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 117Issue 6November 1991
Pages: 935 - 943

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Published online: Nov 1, 1991
Published in print: Nov 1991

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Authors

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Tiao J. Chang, Member, ASCE
Assoc. Prof., Civ. Engrg. Dept., Ohio Univ., Athens, OH 45701‐2979

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