TECHNICAL PAPERS
Apr 1, 1983

Practical Method of Estimating Peak Flow

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 4

Abstract

A practical method is suggested for estimating the peak flow. The variables used are the mean daily flows of three consecutive days with the maximum mean daily flow occupying the middle position. A parameter, designated as base factor K, has a governing influence on the estimated peak. Its value lies between zero and two. The predicting formula used in this study assumes the K value equal to one. The method was applied to streams in Ontario. A total of 387 stations equipped with recording gages were used. The drainage areas of the basins varied from less than 1km2 to more than 100,000km2. The number of instantaneous peak data available was 3,946 in the period of record ending in 1979. About 57% of the predicted peaks lie within ±10%, and 79% lie within ±20% of the actual values. About 62% of the peaks were overpredicted. The parameter K must be estimated for rainfall floods occurring on small streams. Its value will generally be less than one for such cases. Methods are suggested for its estimation.

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References

1.
Fuller, W. E., “Flood Flows,” Transactions, ASCE, Vol. 77, Paper No. 1293, 1914, pp. 564–617.
2.
Jarvis, C. S., and others, “Floods in the United States, Magnitude and Frequency,” U.S. Geological Survey Water Supply Paper 771, 1936, pp. 90–96.
3.
Langbein, W. B., “Peak Discharge from Daily Records,” U.S. Geological Survey Water Resources Bulletin, 1944, p. 145.
4.
Linsley, R. K., Kohler, M. A., and Paulhus, J. L. H., Applied Hydrology, McGraw‐Hill Book Co., Inc., New York, N.Y., 1949, pp. 223–224.
5.
Sangal, B. P., “A Practical Method of Estimating Peak from Mean Daily Flows with Application to Streams in Ontario,” National Hydrology Research Institute Paper No. 16, Inland Waters Directorate Technical Bulletin No. 122, National Hydrology Research Institute, Ottawa, Canada, 1981, p. 242.
6.
Sangal, B. P., and Kallio, R. W., “Magnitude and Frequency of Floods in Southern Ontario,” Technical Bulletin Series No. 99, Inland Waters Directorate, Ottawa, Canada, 1977, p. 336.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 4April 1983
Pages: 549 - 563

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Published online: Apr 1, 1983
Published in print: Apr 1983

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Beni P. Sangal, F. ASCE
Research Hydro., National Hydrology Research Inst., Inland Waters Directorate, Dept. of the Environment, Ottawa, Canada

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