TECHNICAL NOTES
Oct 14, 2011

Approximate Solutions to Complete Elliptic Integrals for Practical Use in Water Engineering

Publication: Journal of Hydrologic Engineering
Volume 16, Issue 11

Abstract

Complete elliptic integrals have many applications in water engineering. Examples can be found in different fields such as hydrodynamics, water wave mechanics, groundwater engineering, sediment transport, irrigation and drainage engineering, and shallow water and deep water engineering. In practice, these integrals are evaluated from lookup tables or closed-form solutions (infinite series). Most tables use discrete values of the modulus, which makes accurate interpolation difficult. On the other hand, a series expansion can only be applied to a limited range of the modulus, and is not suitable for manual calculations. Consequently, it is of interest to approximate complete elliptic integrals by simple and accurate algebraic formulas over the entire practical range of the modulus. In current research, the undetermined coefficients method is used for this purpose. Various techniques can be used to determine the unknown coefficients of this method, but most of these do not depend on the integrand. Curve fitting, requiring exact numerical evaluation of the integrals followed by nonlinear optimization, is used as a powerful tool to determine the optimal values of the unknown coefficients as a function of the integrand. The proposed approximations are simple and valid over the full range 0k0.99 with maximum relative errors of 0.31 and 0.12% for the complete elliptic integrals of the first and second kinds, respectively. More complex approximations achieving higher accuracy with percentage errors lower than 0.07% for 0k0.99, are also derived. This approach can also be applied to similar integrals of constant integration limits. As such, it should be of interest to practitioners in the water engineering community.

Get full access to this article

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

Acknowledgments

The author would like to thank anonymous reviewers for their helpful comments.

References

Abramowitz, M., and Stegun, L. A. (1972). Handbook of mathematical functions, Nat. Bur. Stand. U.S., Dover, NY, 55.
Arfken, G. (1985). Mathematical methods for physicists, Academic Press, San Diego.
Byrd, P. F., and Friedman, M. D. (1971). Handbook of elliptic integrals for engineers and scientists, Springer-Verlag, New York.
Dwight, H. B. (1961). Tables of integrals and other mathematical data, Macmillan Publishing, New York.
El, G. A., Grimshaw, R. H. J., and Pavlov, M. V. (2001). “Integrable shallow-water equations and undular bores.” Stud. Appl. Math., 106(2), 157–186.
Frisch-Fay, R. (1963). “Applications of approximate expressions for complete elliptic integrals.” Int. J. Mech. Sci., 5(3), 231–235.
Gerald, C., and Wheatley, P. (1994). Applied numerical analysis, 5th Ed., Addison-Wesley Reading, MA.
Glover, R. E., and Florey, Q. L. (1951). “Stable channel profiles.” Hydraulics Laboratory Rep. Hyd-325, U.S. Bureau of Reclamation, Washington, DC.
Hastings, C. H. (1955). Approximations for digital computers, Princeton University Press, Princeton, NJ.
Hocking, G. C., Vanden-Broeck, J.-M., and Forbes, L. K. (2002). “A note on withdrawal from a fluid of finite depth through a point sink.” Anziam J., 44(2), 181–191.
Klammler, H., and Hatfield, K. (2008). “Analytical solutions for flow fields near continuous wall reactive barriers.” J. Contam. Hydrol., 98(1-2), 1–14.
Kravitz, S. (1963). “Comment on ‘Applications of approximate expressions for complete elliptic integrals’.” Int. J. Mech. Sci., 5(6), 533.
Ostrowski, R., and Szmytkiewicz, M. (2006). “Modelling longshore sediment transport under asymmetric waves.” Oceanologia, 48(3), 395–412.
Ozkan, S., and Adrian, D. D. (2008). “Analytical construction of transient flow nets in homogeneous and isotropic flow medium.” J. Geotech. Geoenviron. Eng., 134(6), 888–893.
Stevens, J. C. (1957). “Flow through circular wiers.” J. Hydraul. Div., 83(6), 1–24.
Vatankhah, Ali R. (2010). “Flow measurement using circular sharp-crested weirs.” Flow Meas. Instrum., 21(2), 118–122.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 16Issue 11November 2011
Pages: 942 - 945

History

Received: May 17, 2010
Accepted: Jan 12, 2011
Published online: Oct 14, 2011
Published in print: Nov 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Ali R. Vatankhah [email protected]
Assistant Professor, Dept. of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P. O. Box 4111, Karaj, 31587-77871, Iran. E-mail: [email protected]

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