TECHNICAL PAPERS
May 1, 1990

Effects of Drought on Streamflow Characteristics

Publication: Journal of Irrigation and Drainage Engineering
Volume 116, Issue 3

Abstract

Droughts are defined using daily streamflow series and different truncation levels including 30%, 50%, 60%, 70%, 80%, and 90% of recorded daily flows. Flow ratios, which are obtained by dividing subbasin flows of different truncation levels by their corresponding outlet flows, are calculated. It is found that the flow ratios of 17 selected subbasins decrease significantly with increasing truncation levels while their mean‐flow ratios are approximately equal to their corresponding area ratios. Therefore, the estimation of irrigation water using the drainage area ratio, which has been practiced in the studied drainage basin, is impractical in case of droughts. Furthermore, assuming the time‐dependent Poissonian behavior of drought series, the drought intensity function was developed to investigate drought severity in the basin. Based on plots of drought intensity function, it is found that the drought intensity has been increasing significantly for the basin investigated.

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References

1.
Alley, W. M. (1985). “The Palmer drought severity index as a measure of hydrologic drought.” Water Res. Bull., 21(1), 105–114.
2.
Chang, T. J. (1987). “Drought analysis in the Ohio River Basin,” Proc. Engrg. Hydro., ASCE, 601–609.
3.
Chang, T. J., Delleur, J. W., and Levent, M. L. (1984). “Modeling of sequences of wet and dry days by binary discrete autoregressive moving average processes.” J. Climate and Appl. Meteorology, 23(9), 1367–1378.
4.
Cox, D. R., and Lewis, P. A. W. (1966). The statistical analysis of series of events. Methuen and Co. Ltd., London, England.
5.
Dracup, J. A., Lee, K. S., and Paulson, E. G., Jr. (1980). “On the definition of droughts.” Water Resour. Res., 16(2), 297–302.
6.
Gupta, C. K., and Duckstein, L. (1975). “A stochastic analysis of extreme droughts.” Water Resour. Res., 11(2), 221–228.
7.
Herbst, P. H., Brendenkamp, D. B., and Barke, H. M. (1966). “A technique in the evaluation of drought from rainfall data.” J. Hydro., 4(3), 262–272.
8.
Kibler, D. F., White, E. L., and Shaffer, G. L. (1987). “Analysis of drought indicators in Pennsylvania.” Proc. Engrg. Hydro., ASCE, 585–600.
9.
Linsley, R. K., Jr., Kohler, M. A., and Paulhus, J. C. H. (1975). Hydrology for engineers. 2nd Ed., McGraw‐Hill Book Co., New York, N.Y.
10.
Palmer, W. C. (1965). “Meterologic drought,” Research Paper No. 45, U.S. Weather Bureau.
11.
Sen, Z. (1980). “Statistical analysis of hydrologic critical droughts.” J. Hydr. Div., ASCE, 106(1), 99–115.
12.
Yevjevich, V. M. (1967). “An objective approach to definitions and investigations of continental, hydrologic droughts.” Hydrol. Paper 23, Colorado State Univ., Fort Collins, Colo.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 116Issue 3May 1990
Pages: 332 - 341

History

Published online: May 1, 1990
Published in print: May 1990

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Authors

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

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