TECHNICAL PAPERS
Feb 1, 1984

Effect of Rain on Surface Reaeration

Publication: Journal of Environmental Engineering
Volume 110, Issue 1

Abstract

Any mechanism which creates turbulence at or near a water surface will tend to increase the rate of oxygen transfer across the surface. Mechanical mixing, wind action, and surface waves are examples of such mechanisms. On this basis, it seems apparent that rain falling on a body of water is another mechanism for the creation of surface turbulence. This phenomenon was examined by conducting 108 laboratory experiments. Test variables were rainfall rate, raindrop diameter and impact velocity, rotational velocity of a mixing impeller, and collector tank depth. From these experiments it was determined that the oxygen transfer coefficient is directly proportional to the power of the rainfall. It is concluded that heavy rainfalls over an extended period of time may contribute significantly to the overall oxygen balance in a body of water.

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References

1.
Banks, R. B., and Herrera, F. F., “Effect of Wind and Rain on Surface Reaeration,” Journal of the Environmental Engineering Division, ASCE, Vol. 103, No. EE3, Proc. Paper 13013, June, 1977, pp. 489–504.
2.
Banks, R. B., “Accelerations and Terminal Velocities of Raindrops,” Journal of the Environmental Engineering Division, ASCE, Vol. 104, No. EE3, Technical Note, Proc. Paper 13790, June, 1978, pp. 527–531.
3.
Chow, V. T., and Harbaugh, T. E., “Raindrop Production for Laboratory Watershed Experimentation,” Journal of Geophysical Research, Vol. 70, No. 24, Dec. 15, 1965, pp. 6111–6119.
4.
Dingle, A. N., and Lee, V., “Terminal Fallspeeds of Raindrops,” Journal of Applied Meteorology, Vol. 11, Aug., 1972, pp. 877–879.
5.
“Effects of Polluting Discharges on the Thames Estuary,” Water Pollution Research Technical Paper No. 11, Thames Survey Committee and the Water Pollution Research Laboratory, Her Majesty's Stationery Office, London, England, 1964, pp. 371–372.
6.
Laws, J. O., “Measurement of the Fall Velocity of Water‐drops and Raindrops,” Transactions of the American Geophysical Union, Vol. 22, 1941, pp. 709–721.
7.
Laws, J. O., and Parsons, D. A., “The Relation of Raindrop Size to Intensity,” Transactions of the American Geophysical Union, Vol. 24, 1943, pp. 452–460.
8.
Marshall, J. S., and Palmer, W. M., “The Distribution of Raindrops with Size,” Journal of Meteorology, Vol. 5, Aug., 1948, pp. 165–166.
9.
Metcalf and Eddy, Inc., Wastewater Engineering: Treatment, Disposal, Reuse; McGraw‐Hill Book Co., New York, N.Y., 1979, p. 837.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 110Issue 1February 1984
Pages: 1 - 14

History

Published online: Feb 1, 1984
Published in print: Feb 1984

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Authors

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Robert B. Banks, M. ASCE
Prof., of Environ. Engrg., Asian Inst., of Tech., Bangkok, Thailand
G. Bandula Wickramanayake
Grad. Student, Dept. of Civ. Engrg., Ohio State Univ., Columbus, Ohio; formerly, Grad. Student, Div. of Environ. Engrg., Asian Inst., of Tech., Bangkok, Thailand
B. N. Lohani, A. M. ASCE
Assoc. Prof., of Environmental Engrg., Asian Inst., of Tech., Bangkok, Thailand

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