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Jul 1, 2001

Oxygen Transfer at Low Drop Weirs

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Publication: Journal of Environmental Engineering
Volume 127, Issue 7

Abstract

Oxygen transfer into water at low-drop weirs was studied by using a prototype-scale, recirculating hydraulic flume with a weir width of 0.61 m, and a downstream channel width of 1.22 m. An enhanced-oxygen environment was used to maintain sufficient difference between saturation and upstream dissolved oxygen concentrations to reduce the experimental uncertainty. The variation in the deficit ratio r as a function of tailwater depth H was evaluated by using unit discharges q of 167, 334, and 502 m3/hr⋅m and weir heights W of 0.54, 1.04, and 1.36 m. A semitheoretical equation for predicting r as a function of jet Froude number FJ, drop height h, and H was fitted to observed values by nonlinear regression analysis. An assumed value of 0.667 for maximum H/h (found in the literature) proved acceptable. We concluded that tailwater depths are important to predict oxygen transfer at low-drop weirs, but that designing for optimum tailwater depth to maximize oxygen transfer may not be as important as was previously thought, because large optimum ranges for H/h were observed in this study.

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References

1.
Avery, S. T., and Novak, P. (1978). “Oxygen transfer at hydraulic structures.”J. Hydr. Div., ASCE, 104(11), 1521–1540.
2.
Gameson, A. L. H. ( 1957). “Weir and the aeration of rivers.” J. Inst. of Water Engrg., 11(5), 477–490.
3.
Gulliver, J. S., and Rindels, A. J. (1989). “Discussion of `Study of aeration at weirs and Cascades,' by Nakasone, H.”J. Envir. Engrg., ASCE, 115(1), 267–269.
4.
Gulliver, J. S., and Rindels, A. J. (1993). “Measurement of air-water oxygen transfer at hydraulic structures.”J. Hydr. Engrg., ASCE, 119(3), 327–349.
5.
Kim, J. ( 1994). “The importance of tailwater depth in predicting and maximizing oxygen transfer at hydraulic weirs.” MS thesis, Colorado State Univ., Fort Collins, Colo.
6.
Nakasone, H. (1987). “Study of aeration at weirs and cascades.”J. Envir. Engrg., ASCE, 113(1), 64–81.
7.
Novak, P. (1989). “Discussion of `Study of aeration at weirs and cascades,' by H. Nakasone.”J. Envir. Engrg., ASCE, 115(1), 269–270.
8.
Statistica. (1993). Statsoft, Inc., Tulsa, Okla.
9.
Task Committee on Gas Transfer at Hydraulic Structures, Technical Committee on Hydraulic Structures, ASCE. ( 1991). “Gas Transfer at Hydraulic Structures.” Proc., Air-Water Mass Transfer, S. C. Wilhelms and J. S. Gulliver, eds., ASCE, New York, 460–493.
10.
Watson, C. C., Walters, R. W., and Hogan, S. A. (1998). “Aeration performance of low drop weirs.”J. Hydr. Engrg., ASCE, 124(1), 65–71.
11.
Wilhelms, S. C., Gulliver, J. S., and Parkhill, K. ( 1992). “Reaeration at low-head hydraulic structures.” Technical Rep. HL-91, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 127Issue 7July 2001
Pages: 604 - 610

History

Received: Aug 8, 2000
Published online: Jul 1, 2001
Published in print: Jul 2001

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Authors

Affiliations

Associate Member, ASCE
Postdoctoral Res. Assoc., Envir. Res. Div., Argonne Nat. Lab., Argonne, IL 60439; currently, Earth Sciences Division, Lawrence Berkeley National Laboratory, 1 Cyclotron Rd., Berkeley, CA 94720.
Assoc. Prof., Civ. Engrg. Dept., Gonzaga Univ., Spokane, WA 99258.

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