TECHNICAL PAPERS
Mar 1, 1993

Measurement of Air‐Water Oxygen Transfer at Hydraulic Structures

Publication: Journal of Hydraulic Engineering
Volume 119, Issue 3

Abstract

There is a significant oxygen transfer associated with most hydraulic structures because the air entrained into the flow is split into small bubbles, which greatly increases the surface area for transfer. In spite of the importance of oxygen transfer at hydraulic structures, there has been a lack of literature articles that specifically discuss the measurement technique and analysis. This paper seeks to rectify that oversight. The relationship for a transfer efficiency from the mass transport equation is developed, and the adjustment of measurements for water temperature and unit discharge are discussed. Accurate oxygen‐transfer measurements require that oxygen stratification upstream of the structure is minimal or nonexistent. A winter technique for oxygen‐transfer measurement that takes advantage of ice‐cover formation in the upstream reservoir is described. This technique takes advantage of a high dissolved‐oxygen (DO) deficit, and no oxygen stratification in the upstream reservoir. Thus, the measurement uncertainty (to the 95% confidence interval) was generally to be below 0.1 in transfer efficiency units. This is generally considered to be an excellent measurement accuracy for oxygen transfer at hydraulic structures.

Get full access to this article

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

References

1.
Abernethy, R. B., Benedict, R. P., and Dowdell, R. B. (1985). “ASME measurement uncertainty.” J. Fluids Engrg., 107(2), 161–164.
2.
Avery, S., and Novak, P. (1978). “Oxygen transfer at hydraulic structures.” J. Hydr. Div., ASCE, 104(11), 1521–1540.
3.
Azbel, D. (1981). Two phase flows in chemical engineering. Cambridge Univ. Press, Cambridge, England.
4.
Bohac, C. E., and Ruane, R. J. (1989). “Solving the dissolved oxygen problem.” Hydro Rev., 9(1), 62–72.
5.
Boyle, W. C. (1983). “Development of standard procedures for evaluating oxygen transfer devices.” EPA‐600/2‐83‐102, U.S. Envir. Protection Agency, Washington, D.C.
6.
Brater, E. H., and King, H. W. (1976). Handbook of hydraulics. 6th Ed., McGraw‐Hill, New York, N.Y.
7.
Butts, T. A., and Evans, R. L. (1983). “Small channel dam aeration characteristics.” J. Envir. Engrg., ASCE, 109(3), 555–573.
8.
Daniil, E. I., Gulliver, J. S., and Thene, J. R. (1990). “Water‐quality impact assessment for hydropower.” J. Envir. Engrg., ASCE, 117(2), 179–193.
9.
Davis, J. E., Holland, J. D., Schneider, M. L., and Wilhelms, S. C. (1987). “SELECT: A numerical one‐dimensional model for selective withdrawal.” Inst. Rep E‐87‐3, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, Miss.
10.
Design of small dams. (1974). Bureau of Reclamation, Denver, Colo.
11.
“Discharge coefficients for irregular overfall spillways.” (1958). Engineering Monograph No. 9, Bureau of Reclamation, Denver, Colo.
12.
Elmore, H. C., and West, W. F. (1961). “Effect of water temperature on stream reaeration.” J. Sanit. Engrg. Div., ASCE, 87(6), 59–71.
13.
Ervine, D. A., and Elsaway, E. M. (1975). “The effect of a falling nappe on river aeration.” Proc., 16 Cong. of the Int. Assoc. of Hydr. Res., IAHR, Delft, The Netherlands.
14.
Fischer, H. G., List, E. J., Koh, R., and Imberger, J. (1979). Mixing in inland and coastal waters. Academic Press, San Diego, Calif., 201–209.
15.
Foree, E. G. (1976). “Reaeration and velocity prediction for small streams.” J. Envir. Engrg. Div., ASCE, 102(5), 937–952.
16.
Gameson, A. L. H. (1957). “Weirs and aeration of rivers.” J. Inst. of Water Engrg., 11(5), 477–490.
17.
Gameson, T. K., VanDyke, K., and Ogden, C. (1958). “The effect of temperature on aeration at weirs.” Water and Water Engrg., 62(5), 489–492.
18.
Gulliver, J. S., Thene, J. R., and Rindels, A. J. (1990a). “Indexing gas transfer in self‐aerated flows.” J. Envir. Engrg., ASCE, 106(3), 503–523.
19.
Gulliver, J. S., Daniil, E. I., and Thene, J. R. (1990b). “Assessing hydro projects effect on D.O. concentration.” Hydro Rev., 9(6), 74–87.
20.
Gulliver, J. S., and Wilhelms, S. C. (1992). Discussion of “Aeration at Ohio River basin navigation dams,” by Steven F. Railsback, John M. Bownds, Michael J. Sale, Martha M. Stevens, and George H. Taylor. J. Envir. Engrg., 118(3), 444–446.
21.
Hinze, J. O. (1955). “Fundamentals of the hydrodynamic mechanism of splitting in dispersion processes.” Am. Inst. of Chem. Engrg. J., 1(3), 289–295.
22.
Holler, A. G. (1970). “Reaeration of discharge through hydraulic structures,” PhD thesis, University of Cincinnati, Cincinnati, Ohio.
23.
Hydraulic design criteria. (1970). U.S. Army Waterways Experiment Station, Vicksburg, Miss.
24.
Knowlton, R. J., Garver, R. J., Gulliver, J. S., and Renaud, R. (1982). “Hydropower feasibility at the St. Cloud Dam.” Project Report No. 204, St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis, Minn.
25.
Kline, S. J. (1985). “The purposes of uncertainty analysis.” J. Fluids Engrg., 107(2), 153–160.
26.
Kothandaraman, V. (1970). “Effect of contaminants on reaeration rates in river water.” J. Water Pollution Control Federation, 5(43), 806–817.
27.
Levich, V. G. (1962). Physicochemical hydrodynamics. Prentice‐Hall, Englewood Cliffs, N.J.
28.
Lewis, W. K., and Whitman, W. G. (1924). “Principles of gas absorption.” Ind. and Engrg. Chem., 16(12), 1215–1220.
29.
Macaitis, B. (1991). “Sidestream elevated pool aeration station design.” Proc., Airwater Mass Transfer, S. C. Wilhelms and J. S. Gulliver, eds., ASCE, New York, N.Y., 670–681.
30.
McDonald, J., and Gulliver, J. S. (1991). “Methane tracer technique for gas transfer at hydraulic structures.” Proc., Air‐water Mass Transfer, S. C. Wilhelms and J. S. Gulliver, eds., ASCE, New York, N.Y., 267–277.
31.
McKeogh, E. J., and Elsaway, E. M. (1980). “Air entrained in pool by plunging jet.” J. Hydr. Div., ASCE, 106(10), 1577–1593.
32.
Nakasone, H. (1987). ‘’Study of aeration at weirs and cascades.” J. Envir. Engrg., ASCE, 113(1), 64–81.
33.
Railsback, S. F. (1988). “Dissolved oxygen strategies for hydro licensing.” Hydro Rev., 7(3), 52–64.
34.
Rindels, A. J., and Gulliver, J. S. (1989). “Measurements of oxygen transfer at spillways and overfalls.” Project Report No. 266, St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis, Minn.
35.
Rindels, A. J. (1990). “Gas transfer at spillways, hydraulic jumps, and overfalls,” PhD thesis, University of Minnesota, Minneapolis, Minn.
36.
Rindels, A. J., and Gulliver, J. S. (1991). “Oxygen transfer at spillways.” Proc., Air‐water Mass Transfer, S. C. Wilhelms and J. S. Gulliver, eds., ASCE, New York, N.Y.
37.
Schultz, D. J., Pankow, J. F., Tai, D. Y., Stephen, D. W., and Rathbun, R. E. (1976). “Determination, storage and preservation of low molecular weight gases in aqueous solutions.” U.S. Geological Survey J. Res., 4(2), 247–251.
38.
Standard methods for examination of water and wastewater. (1985). 16th Ed., Am. Public Health Admin., (APHA), Washington, D.C.
39.
Tebutts, T. H. Y. (1984). A discussion of “Small stream channel dam aeration characteristics.” J. Envir. Engrg., ASCE, 110(3), 730–733.
40.
Thene, J. R. (1988). “Gas transfer at weirs using the hydrocarbon gas tracer method with headspace analysis,” MS thesis, University of Minnesota, Minneapolis, Minn.
41.
Thene, J. R., Daniil, E., and Stefan, H. G. (1989). “Low‐head hydropower impacts on stream dissolved oxygen.” Water Res. Bull., 25(6), 1189–1198.
42.
Thene, J. R., and Gulliver, J. S. (1990). “Gas‐transfer measurements using head‐space analysis of propane.” J. Envir. Engrg., 116(6), 1107–1124.
43.
Tracy, H. J. (1957). “Discharge characteristics of broad‐crested weirs.” U.S. Geological Survey Circular 397, U.S. Geological Survey, Washington, D.C.
44.
Wilke, C. R., and Chang, P. (1955). “Correction of diffusion coefficients in dilute solutions.” J. Am. Inst. Chem. Engrg., 1(2), 264–270.
45.
Wilhelms, S. C. (1984). “Measurement of dissolved gases at Corps of Engineers projects.” T.P. E‐84‐6, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
46.
Wilhelms, S. C. (1988). “Reaeration of low‐head gated structures preliminary results.” E‐88‐1, Water Operations Technical Support, U.S. Army Engineers Water‐ways Experiment Station, Vicksburg, Miss.
47.
Wilhelms, S. C., Gulliver, J. S., and Parkhill, K. (1992). “Reaeration at low‐head hydraulic structures.” Tech. Rep. HL‐91, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 3March 1993
Pages: 327 - 349

History

Received: Sep 8, 1992
Published online: Mar 1, 1993
Published in print: Mar 1993

Permissions

Request permissions for this article.

Authors

Affiliations

John S. Gulliver, Member, ASCE
Assoc. Prof., St. Anthony Falls Hydr. Lab., Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, MN 55414
Alan J. Rindels, Associate Member, ASCE
Envir. Hydr. Engr., HDR Engrg., Inc., Minneapolis, MN 55416

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