DISCUSSIONS AND CLOSURES
Apr 1, 1996
Discussion: Weir Aeration: Models and Unit Energy Consumption
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References
1.
Chanson, H. (1995a). Hydraulic design of stepped cascades, channels, weirs and spillways . Pergammon Press, Oxford, U.K.
2.
Chanson, H. (1995b). “Predicting oxygen content downstream of weirs, spillways and waterways.”Proc., Instn. Civ. Engrs. Wat. Marit. & Energy, London, U.K., 112(Mar.), 20–30.
3.
Essery, I. T. S., Tebbutt, T. H. Y., and Rasaratnam, S. K. (1978). “Design of spillways for re-aeration of polluted waters.”CIRIA Rep. No. 72, CIRIA, London, U.K.
4.
Rindels, A. J., and Gulliver, J. S. (1989). “Measurements of oxygen transfer at spillways and overfalls.”St. Anthony Falls Hydr. Lab. Proj. Rep. No. 266, Univ. of Minnesota, Minneapolis, Minn.
5.
Robinson, R. (1994). “Chicago's waterfalls.”Civ. Engrg., ASCE, 64(7) 36–39.
6.
Wood, I. R. (1991). “Air entrainment in free-surface flows.”IAHR Hydr. Struct. Des. Manual No. 4., Hydraulic Design Considerations. A. A. Balkema, Rotterdam. The Netherlands.
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Journal of Environmental Engineering
Volume 122 • Issue 4 • April 1996
Pages: 332 - 333
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Apr 1, 1996
Published in print: Apr 1996
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Authors
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Hubert Chanson
Sr. Lect. in Fluid Mech., Hydr. and Envir. Engrg., Dept. of Civ. Engrg., The Univ. of Queensland, Brisbane QLD 4072, Australia.
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