TECHNICAL PAPERS
Jun 1, 1989

Predicting Reaeration Rates in Texas Streams

Publication: Journal of Environmental Engineering
Volume 115, Issue 3

Abstract

Krypton‐85 was used to measure reaeration coefficients in numerous streams and rivers in Texas with various hydraulic characteristics. Flow rates ranged from 0.027 to 16.0 cms, velocities from 0.009 to 0.87 m/s, and depths from 0.17 to 1.83 m. Using a linear multiple regression technique, the Texas Reaeration Equation was developed for estimating reaeration coefficients in Texas streams and rivers. Statistical and graphical tools were used to evaluate this equation for accuracy and reliability and to determine the limits of its application. The methods of analysis of variance and analysis of residuals were used to evaluate the accuracy of the Texas Reaeration Equation. The 95% confidence intervals of the regression coefficients were also determined. The Texas Reaeration Equation adequately predicted reaeration coefficients in Texas streams and can be reliably applied to streams with depths from 0.2 to 1.0 m and velocities from 0.01 to 0.30 m/s.

Get full access to this article

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

References

1.
Brown, L. (1974). “Statistical evaluation of reaeration prediction equations.” J. Envir. Engrg. Div., ASCE, 100(EE5), 1051–1068.
2.
Churchill, M. A., Elmore, H. L., and Buckingham, R. A. (1962). “Prediction of stream reaeration rates.” J. San. Engrg. Div., ASCE, 88(SA4), 1–46.
3.
Covar, A. P. (1974). “A suggested policy on the calculation of reaeration coefficients.” Technical Report. Standards and Modeling Section. Texas Water Quality Board. Oct.
4.
Isaacs, W. P., and Gaudy, A. F. (1968). “Atmospheric oxygenation in a simulated stream.” J. San. Engrg. Div., ASCE, 94(SA‐2), 319–344.
5.
Maddox, R. T. (1980). “A statistical and graphical analysis of reaeration models.” Thesis presented to the Department of Civil Engineering, The University of Texas at Austin in partial fulfillment of the requirements for the degree of Master of Science.
6.
Neal, L. A. (1979). “Method for tracer measurement of reaeration in free‐flowing Texas streams.” Prepared for the Texas Department of Water Resources, Law Engineering Testing Company.
7.
O'Conner, D. J., and Dobbins, W. E. (1958). “Mechanism of reaeration in natural streams.” ASCE TRans., 123, 641–684.
8.
Owens, M., Edwards, R. W., and Gibbs, J. W. (1964). “Some reaeration studies in streams.” Int. Air and Water Poll., 8, 469–486.
9.
Texas Water Commission. (1986). “Waste load evaluation for the upper Trinity River system in the Trinity River Basin.” WLE‐86‐03, Texas Water Commission. Austin, Tex.
10.
Tsivoglou, E. C., et al. (1968). “Tracer measurement of stream reaeration II. Field studies.” J. Wat. Poll. Cont. Fed., 40, 285–305.
11.
Tsivoglou, E. C., and Neal, L. A. (1976). “Tracer measurement of reaeration: III. predicting the reaeration capacity of inland streams.” J. Wat. Poll. Cont. Fed., 48, 2669–2689.
12.
Tsivoglou, E. C., et al. (1965). “Tracer measurements of atmosphoric reaeration I. laboratory studies.” J. Wat. Poll. Cont. Fed., 37, 1343–1362.
13.
Tsivoglou, E. C., and Wallace, J. R. (1972). “Characterization of stream reaeration capacity.” EPA‐R3‐72‐012, U.S. Environmental Protection Agency, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 115Issue 3June 1989
Pages: 620 - 632

History

Published online: Jun 1, 1989
Published in print: Jun 1989

Permissions

Request permissions for this article.

Authors

Affiliations

Karen D. Cleveland, Member, ASCE
Envir. Quality Specialist, Standards and Evaluation Section, Water Quality Div., Texas Water Commission, P.O. Box 13087, Capitol Station, Austin, TX 78711

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