TECHNICAL NOTES
Oct 1, 1989

Estimating Estuarine Reaeration Rates

Publication: Journal of Environmental Engineering
Volume 115, Issue 5

Abstract

Estuarine reaeration rates induced by wind and bottom stresses are compared through calculation of air-water-mass-transfer coefficients. For typical tidal velocities and depths, the transfer coefficient (and hence reaeration) induced by wind speed greater than 5 m/s exceeds the transfer coefficient generated by bottom stress. For wind speed less than 1.5 m/s, wind influence on the transfer coefficient is negligible relative to bottom stress. For intermediate wind speeds, the transfer coefficient may be dominated by wind or by bottom stress.

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References

1.
Bowie, G. (1985). “Dissolved oxygen.” Rates, constants, and kinetics formulations in surface water quality modeling EPA/600/3‐85/040. U.S. Environmental Protection Agency, Athens, Ga., 90–205.
2.
Covar, A. (1976). “Selecting the proper reaeration coefficient for use in water quality models.” U.S. Environmental Protection Agency Conference on Environmental Simulation and Modeling, Cincinnati, Ohio.
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Fischer, H., et al. (1979). “Mixing in reservoirs.” Mixing in inland and coastal waters, Academic Press, New York, N.Y., 150–222.
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O'Connor, D., and Dobbins, W. (1958). “Mechanism of reaeration in natural streams.” Trans., ASCE, 123, 641–666.
5.
O'Connor, D. (1983). “Wind effects on gas‐liquid transfer coefficients.” J. Envir. Engrg., ASCE, 190, 731–752.
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Wilson, G., and Macleod, N. (1974). “A critical appraisal of empirical equations and models for the prediction of the coefficient of reaeration of deoxygenated water.” Water Res., 8, 341–366.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 115Issue 5October 1989
Pages: 1066 - 1070

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

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Authors

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Carl F. Cerco, Associate Member, ASCE
Hydrol., U.S. Army Engr. Waterways Experiment Station, CEWES‐ES‐Q, Box 631, Vicksburg, MS 39180

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