TECHNICAL PAPERS
Jun 1, 1992

New Look at Regional Flood‐Frequency Relations for Arid Lands

Publication: Journal of Hydraulic Engineering
Volume 118, Issue 6

Abstract

In the southwestern United States, flood‐frequency relations for streams that drain small arid basins are difficult to estimate, largely because of the extreme temporal and spatial variability of floods, many years of no flow, and short periods of systematic records of annual peaks. A new method is proposed that combines records for several streamflow‐gaging stations, as in the station‐year approach, and produces regional flood‐frequency relations using an iterative regression technique. This technique eliminates the need to extrapolate the flood‐frequency relation to the flood probability of interest. The resulting multiparameter regional flood‐frequency relation is based on all the available annual peak‐flow data. The method was applied to a group of records from 42 gaging stations in Nevada with many years of no flow and with many poorly defined flood‐frequency relations. One‐ and two‐parameter models were developed in which much of the variance in peak discharge is explained by drainage area. The log‐Pearson type III and Weibull probability distributions were used in the models. Part of the error is directly assessed using randomly selected subsamples of the annual peak discharges.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Carrigan, P. H. (1971). “A flood‐frequency relation based on regional record maxima.” Professional Paper 434‐F, U.S. Geological Survey, Washington, D.C.
2.
Clarke‐Hafstad, K. (1942). “Reliability of station‐year rainfall‐frequency determinations.” Trans., ASCE, 107(2142), 633–652.
3.
Dixon, W. J., and Massey, F. J. (1957). Introduction of statistical analysis. McGraw‐Hill Book Co., Inc., New York, N.Y.
4.
Fuller, W. E. (1914). “Flood flows.” Trans., ASCE, 77(1293), 564–617.
5.
“Guidelines for determining flood flow frequency.” (1982). U.S. Water Resources Council Bulletin 17B, Interagency Advisory Committee on Water Data, Washington, D.C.
6.
Kuczera, G. (1982). “Robust flood frequency models.” Water Resour. Res., 28(2), 315–324.
7.
Mosteller, F., and Tukey, J. W. (1977). Data analysis and regression. Addison Wesley, Boston, Mass.
8.
Riggs, H. C. (1973). “Regional analyses of streamflow characteristics.” Techniques of Water‐Resources Investigations; Book 4, U.S. Geological Survey, Washington, D.C.
9.
Roeske, R. H. (1978). “Methods for estimating the magnitude and frequency of floods in Arizona.” Open‐File Report 78‐711, U.S. Geological Survey, Tucson, Ariz.
10.
Stedinger, J. R., and Tasker, G. D. (1985). “Regional hydrologic analysis. 1: Ordinary, weighted, and generalized least squares compared.” Water Resour. Res., 21(9), 1421–1432.
11.
Thomas, W. O. (1985). “A uniform technique for flood frequency analysis.” J. Water Resour. Planning and Mgmt., ASCE, 3(3), 321–337.
12.
Thomas, B. E., and Lindskov, K. L. (1983). “Methods for estimating peak discharge and flood boundaries of streams in Utah.” Water‐Resources Investigations Report 83‐4129, U.S. Geological Survey, Washington, D.C.
13.
Waananen, A. O., and Crippen, J. R. (1977). “Magnitude and frequency of floods in California.” Water‐Resources Investigations 77‐21, U.S. Geological Survey, Washington, D.C.
14.
Wahl, K. L. (1977). “Simulation of regional flood‐frequency curves based on peaks of records.” Proc., Conf. on Alternative Strategies for Desert Development and Mgmt., United Nations Institute for Training and Research (UNITAR), Sacramento, Calif.
15.
Wallis, J. R., and Wood, E. F. (1985). “Relative accuracy of log‐Pearson III procedures.” J. Hydr. Engrg., ASCE, 3(7), 1043–1056.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 118Issue 6June 1992
Pages: 868 - 886

History

Published online: Jun 1, 1992
Published in print: Jun 1992

Permissions

Request permissions for this article.

Authors

Affiliations

Hjalmar W. Hjalimarsom, Member, ASCE
Hydro., U.S. Geological Survey, 375 South Euclid Ave., Tucson, AZ 85719
Blakemore E. Thomas
Hydro., U.S. Geological Survey, 1201 Pacific Ave., Ste. 600, Tacoma, WA 98402

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share