TECHNICAL PAPERS
Mar 1, 1990

Problems with Logarithmic Transformations in Regression

Publication: Journal of Hydraulic Engineering
Volume 116, Issue 3

Abstract

The power model is widely used in engineering as the structure for empirical models. The coefficients are fitted using a logarithmic transformation of the data. The logarithmic transformation leads to a biased model, which is not usually corrected for. Even when the traditional approach to eliminating the bias is used, only the intercept coefficient is changed; the other coefficients are not corrected, so they remain biased estimators. A numerical method for fitting the coefficients of the power model is discussed; the method enables the coefficients to be fit so they provide unbiased estimates and a minimum‐error variance in the y‐space, rather than the log y‐space. The numerical method is easily modified to fit the coefficients using an objective function based on the relative errors. Examples using actual engineering data are provided.

Get full access to this article

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

References

1.
Barksdale, R., and Miller, J. (1977). Development of equipment and techniques for evaluating fatigue and rutting characteristics of asphalt concrete mixes. Georgia Dept. of Transp. Res. Proj., 7305, Atlanta, Ga.
2.
Bradu, D., and Mundlak, Y. (1970). “Estimation in lognormal linear models.” J. Amer. Statistical Assoc., 65(329), 198–211.
3.
Cohn, T. A., et al. (1989). “Estimating constituent loads.” Water Resour. Res., 25(5), 937–942.
4.
Davis, L. G. (1974). Floods in Indiana: Technical manual for estimating their magnitude and frequency. Geological Survey Circular 710, U.S. Geological Survey, Reston, Va.
5.
Duan, N. (1983). “Smearing estimate: A nonparametric retransformation method.” J. Amer. Statistical Assoc, 78(383), 605–610.
6.
Koch, R. W., and Smillie, G. M. (1986). “Bias in hydrologic prediction using log‐transformed regression models.” Water Resour. Bulletin, 22(5), 717–724.
7.
Lane, W. L. (1975). “Extraction of information on inorganic water quality.” Colorado State University Hydrology Papers No. 73, Fort Collins, Colo.
8.
McCuen, R. H. (1989). “An algorithm for numerically fitting complex model structures (NUMOPT).” Tech. report, Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md.
9.
McCuen, R. H., and Snyder, W. M. (1986). Hydrologic modeling, Prentice‐Hall, Inc., Englewood Cliffs, N.J.
10.
Miller, D. M. (1984). “Reducing transformation bias in curve fitting.” The Amer. Statistician, 38(2), 124–126.
11.
Monismith, C. (1976). “Rutting prediction in asphalt concrete pavements.” Transp. Res. Record, 616.
12.
Monro, J. C. (1971). “Direct search optimization in mathematical modeling and a watershed model application.” Nat. Oceanic and Atmospheric Admin. (NOAA) Tech. Memo., Nat. Weather Service (NWS), HYDRO‐12, Silver Spring, Md.
13.
Rosenbrock, H. H. (1960). “An automatic method of finding the greatest or least value of a function.” The Computer J., 3(174).

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 116Issue 3March 1990
Pages: 414 - 428

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Richard H. McCuen
Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD 20742
Rita B. Leahy
Sr. Staff Engr., Strategic Highway Res. Program (SHRP), Nat. Acad. of Sci., Washington, DC 20006
Peggy A. Johnson
Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD

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