TECHNICAL PAPERS
Jul 1, 2000

Evaluation of Peak Discharge Transposition

Publication: Journal of Hydrologic Engineering
Volume 5, Issue 3

Abstract

Discharge estimates obtained from gauged data are generally considered to be more accurate than model-estimated discharges. While most designs do not occur at the location of a gauging station, many designs are required at sites near but not at the gauged location. Transposition methods transfer discharge estimates from a gauged location to a nearby location on the same river. Despite their frequency of use, little is known about their accuracy and sensitivity. Because the state of Maryland is considering using discharge transposition, an assessment of the accuracy and sensitivity of two methods was undertaken: the area-ratio method and Sauer's weighting function method. Gauged data from nine states were used to evaluate the two methods for recurrence intervals of 2, 10, and 100 years. The criterion used to reject a data pair on the basis of time-sampling variation was when the T-year flood for the larger drainage area was less than the T-year flood for the smaller drainage area. Approximately 50% of the station pairs of gauged data had to be discarded because the data were collected during different periods, which is known as the time-sampling-variation problem. Sauer's method provided slightly better accuracy than the area-ratio method. Sensitivity analyses of the two methods are used to assess their rationality. Overall, both methods provide improved accuracy when the ungauged site is near the gauged site. The accuracy results suggest that Sauer's method can be reasonably applied if the drainage area of the ungauged site is within ±25% of the area of the gauged station, but the sensitivity analysis suggests that the method should be applied with caution because of its potential irrationality.

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References

1.
Bisese, J. A. (1995). “Methods for estimating the magnitude and frequency of peak discharges of rural, unregulated streams in Virginia.” USGS Water-Resour. Investigations Rep. 94-4148, U.S. Geological Survey, Richmond, Va.
2.
Bridges, W. C. (1982). “Technique for estimating magnitude and frequency of floods on natural-flow streams in Florida.” WRI Rep. 82-4012, U.S. Geological Survey, Tallahassee, Fla.
3.
Choquette, A. F. (1988). “Regionalization of peak discharges for streams in Kentucky.” WRI Rep. 87-4209, U.S. Geological Survey, Louisville, Ky.
4.
Dillow, J. J. A. (1996). “Technique for estimating magnitude and frequency of peak flows in Maryland.” WRI Rep. 95-4154, U.S. Geological Survey, Towson, Md.
5.
Flippo, Jr., H. N. (1977). “Floods in Pennsylvania.” Bull. No. 13, Department of Environmental Resources, Harrisburg, Pa.
6.
Jennings, M. E., Thomas, W. O. Jr., and Riggs, H. C. (1994). “Nationwide summary of U.S. Geological Survey regional regression equation for estimating magnitude and frequency of floods for ungauged sites, 1993.” WRI Rep. 94-4002. U.S. Geological Survey, Reston, Va.
7.
Koltun, G. F., and Roberts, J. W. (1990). “Techniques for estimating flood-peak discharges in rural, unregulated streams in Ohio.” WRI Rep. 89-4126, U.S. Geological Survey, Columbus, Ohio.
8.
Lumia, R. (1991). “Regionalization of flood discharges for rural, unregulated streams in New York, excluding Long Island.” WRI Rep. 90-4197, U.S. Geological Survey, Albany, N.Y.
9.
McCuen, R. H. (1973). “The role of sensitivity analysis in hydrologic modeling.” J. Hydrology, 18, Feb., 37–53.
10.
Sauer, V. B (1973). “Flood characteristics of Oklahoma streams.” WRI Rep. 52-73, U.S. Geological Survey, Oklahoma City, Okla.
11.
Stamey, T. C., and Hess, G. W. (1992). “Techniques for estimating magnitude and frequency of floods in rural basins of Georgia.” WRI Rep. 93-4016, U.S. Geological Survey, Atlanta, Ga.
12.
Thomas, Jr., W. O. ( 1987). “Techniques used by the U.S. Geological Survey in estimating the magnitude and frequency of floods.” Catastrophic flooding, L. Mayer and D. Nash, eds., Binghamton Symposium in Geomorphology, No. 18, Allen and Unwin, Boston, 267–288.
13.
U.S. Water Resources Council. ( 1981). Estimating peak flow frequencies for natural ungaged watersheds, Washington, D.C.
14.
Weaver, J. D., and Gamble, C. R. (1993). “Flood frequency of streams in rural basins of Tennessee.” WRI Rep. 92-4165, U.S. Geological Survey, Nashville, Tenn.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 5Issue 3July 2000
Pages: 278 - 289

History

Received: Apr 1, 1998
Published online: Jul 1, 2000
Published in print: Jul 2000

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Authors

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Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD 20742-3021.
Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD.

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