TECHNICAL PAPERS
Apr 1, 1983

Fitting Procedures for the Log‐Boughton Distribution

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 4

Abstract

The paper describes a procedure for direct, optimal fitting of the log‐Boughton frequency distribution to either complete sets or subsets of annual flood data. The analytical basis and derivation of the procedure are given. Annual floods from 65 yr of record on the 5,755km2 Santa Cruz River at Tucson, Arizona, are used to show the fitting of the distribution to a complete data set, and annual floods from 24 yr of record on the 149km2 Walnut Gulch watershed, in southeastern Arizona, are used to show the fitting of the distribution to a subset of data. Substantial differences between the log‐Boughton and log‐Pearson type 3 distributions occur in fitting to the Walnut Gulch data, due mainly to the large negative skew coefficient (-2.83) of this data set. The computer program which fits the log‐Boughton distribution plots the data points on a probability paper which is automatically scaled to linearize the fitted distribution.

Get full access to this article

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

References

1.
Anderson, T. W., and White, N. D., “Statistical Summaries of Arizona Streamflow Data,” U.S. Geological Survey, Tucson, Ariz., Jan., 1979, 420 pp.
2.
Boughton, W. C., “A Study of Queensland Floods,” Symposium on the Frequency of Floods in Queensland, Institution of Engineers, Australia, Queensland Division, Brisbane, Australia, 1975.
3.
Boughton, W. C., “A Frequency Distribution for Annual Floods,” Water Resources Research, Vol. 16, No. 2, Apr., 1980, pp. 347–354.
4.
Cunnane, C., “Unbiased Plotting Positions—A Review,” Journal of Hydrology, Vol. 37, No. 3, 1978, pp. 205–222.
5.
“Guidelines for Determining Flood Flow Frequency,” Water Resources Council, Bulletin 17, Hydrology Committee, Washington, D.C.
6.
Reich, B. M., and Renard, K. G., “Application of Advances in Flood Frequency Analysis,” Water Resources Bulletin, Vol. 17, No. 1, Feb., 1981, pp. 67–74.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 4April 1983
Pages: 579 - 589

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Walter C. Boughton, M. ASCE
Reader, School of Australian Environmental Studies, Griffith Univ., Nathan, Brisbane, Queensland 4111, Australia
Edward D. Shirley
Mathematician, U.S. Dept. of Agr.‐Agricultural Research Service, Southwest Rangeland Watershed Research Center, Tucson, Ariz. 85705

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