TECHNICAL PAPERS
Jan 1, 2002

Dimensional Analysis of Reaeration Rate in Streams

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Environmental Engineering
Volume 128, Issue 1

Abstract

Atmospheric reaeration at the free surface of lakes and streams is a relevant process for water quality, thus the amount of oxygen transferred to the water body should be carefully estimated. Recent studies have demonstrated that available equations for estimation of the reaeration rate offer a poor fit with field data different from those for which each equation was originally developed. Thus, none of the available equations is applicable to all stream hydrodynamic conditions; on the contrary, they remain stream-specific, probably since some parameters involved in the process have been neglected in their formulation and their expressions are too simplistic. This paper proposes a comprehensive approach to the mass-transfer process at the air-water interface that is based on dimensional analysis. Careful inspection of equations in the literature shows that the mass-transfer process at the air-water interface has been affected by 14 different parameters. The application of dimensional analysis produces, for a wide rectangular section if wind speed is negligible, a dimensionless equation for the mass-transfer rate, where this rate is a function of the Froude number, channel slope, Reynolds number, Sherwood number, Weber number, and relative roughness. This expression is further developed to address the reaeration process in streams and rivers. As a result, at a fixed temperature, the dimensionless reaeration rate KaND (where ND denotes nondimensional) is finally a function of only the Froude number, channel slope, Reynolds number, and relative roughness. Moreover, the application of the Darcy-Wiesbach equation allows this dimensionless rate KaND to be considered as a function of only three of the aforementioned parameters. This result provides a comprehensive approach to the reaeration process that can also explain the unreliability of the literature equations available up to now.

Get full access to this article

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

References

Atkinson, J. F., Blair, S., Taylor, S., and Ghosh, U.(1995). “Surface aeration.” J. Environ. Eng., 121(1), 113–118.
Banks, R. B., and Herrera, F. F.(1977). “Effect of wind and rain on surface reaeration.” J. Environ. Eng., 103(3), 489–504.
Bowie, G. L., et al. (1985). Rates, constants and kinetics formulation in surface water quality modeling, U.S. EPA, Office of Research and Development, Environmental Research Laboratory, Athens, Ga., EPA/600/3-85/040.
Chapra, S. C. (1997). Surface water quality modeling, McGraw-Hill, New York.
Ciaravino, G., and Gualtieri, C. (1999). “Dissolved oxygen balance in a stream” (in Italian). Proc., Water Resources Utilization and Management, Roma, Italy, March 29.
Decreto Legislativo N.152/99. Disposizioni sulla tutela delle acque dall’inquinamento e recepimento della Direttiva CEE 91/271 sul trattamento delle acque reflue e della Direttiva 91/676 sulla protezione delle acque dall’ inquinamento provacato dai nitrati provenienti da fonti agricole. in G.U. N.124 del 29/05/1999.
Gualtieri, C., and Gualtieri, P. (1997). “Hydrodynamic model for reaeration estimation in surface waters” (in Italian). AIMETA ‘97, Siena, Italy, September 29, October 3, Vol. 1, 155–164.
Gulatieri, C., and Gualtieri, P. (1999). “Statistical analysis of reaeration rate in streams.” Proc., Int. Agricultural Engineering Conf. (ICAE) ’99, Beijing, China, December 14–17.
Gualtieri, C., and Gualtieri, P. (2000). “Field verification for a reaeration model in streams.” Proc., Fourth Int. Conf. on Hydroscience & Engineering (ICHE2000), Seoul, Korea, September 26–29.
Gualtieri, C., Gualtieri, P., and Pulci Doria, G.(2000). Discussion on “C. Melching and H. Flores: Reaeration equations derived from U.S. Geological Survey database.” J. Environ. Eng., 125(5), 407 ;
IBID125(5), 414;
IBID126(12), 1159–1160.
Gulliver, J. S., and Stefan, H. G. (1984). “Prediction of non-reactive water surface gas exchange in streams and lakes.” Gas transfer at water surfaces, W. Brutsaert and G. Jirka, eds., Reidel, Boston.
Lewis, W. K., and Whitman, W. G.(1924). “Principles of gas absorption.” Ind. Eng. Chem., 16, Vol. 12, 1215–1220.
Melching, C. S. (1998). “U.S. Geological Survey reaeration rate database.” April 1998.
Melching, C. S., and Flores, H. E.(1999). “Reaeration equations derived from U.S. Geological Survey database.” J. Environ. Eng., 125(5), 407–414.
O’Connor, D. J., and Dobbins, W. E.(1958). “Mechanism of reaeration in natural streams.” ASCE Trans., 86(SA3), 35–55.
Owens, M., Edwards, R., and Gibbs, J.(1964). “Some reaeration studies in streams.” Int. J. Air Water Pollution, 8, 469–486.
Parkhurst, J. E., and Pomeroy, R. D.(1972). “Oxygen absorption in streams.” J. Sanit. Eng. Div., Am. Soc. Civ. Eng., 98, SA1.
Thibodeaux, L. J. (1996). Environmental chemodynamics. Wiley, Chichester, England.
Thomann, R. V., and Mueller, J. A. (1987). Principles of surface water quality modeling and control. Harper Collins, New York.
Weber, W. J., and DiGiano, F. A. (1996). Process dynamics in environmental systems, Wiley, Chichester, England.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 128Issue 1January 2002
Pages: 12 - 18

History

Received: Feb 5, 2001
Accepted: Jul 24, 2001
Published online: Jan 1, 2002
Published in print: Jan 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Carlo Gualtieri
Teaching Assistant, Hydraulic and Environmental Engineering Dept., Univ. of Napoli, Napoli, Italy.
Paola Gualtieri
Assistant Professor, Hydraulic and Environmental Engineering Dept., Univ. of Napoli, Napoli, Italy.
Guelfo Pulci Doria
Professor, Hydraulic and Environmental Engineering Dept., Univ. of Napoli, Napoli, Italy.

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