Discussion of “Inclined Negatively Buoyant Discharges” by G. A. Kikkert, M. J. Davidson, and R. I. Nokes
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VIEW THE ORIGINAL ARTICLEAuthors: Ilias G. Papakonstantis [email protected] and George C. Christodoulou [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 12
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References
Bloomfield, L. J., and Kerr, R. C. (2002). “Inclined turbulent fountains.” J. Fluid Mech., 451, 283–294.
Davidson, M. J., and Pun, K. L. (1998). “Hybrid model for prediction of initial dilutions from outfall discharges.” J. Hydraul. Eng., 124(12), 1188–1197.
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., and Brooks, N. H. (1979). Mixing in inland and coastal waters, Academic, San Diego.
Lindberg, W. R. (1994). “Experiments on negatively buoyant jets, with and without cross-flow.” Recent research advances in the fluid mechanics of turbulent jets and plumes, P. A. Davies and M. J. Neves, eds., Kluwer, Dordrecht, The Netherlands, 131–145.
Papakonstantis, I., Kampourelli, M., and Christodoulou, G. (2007). “Height of rise of inclined and vertical negatively buoyant jets.” Proc., 32nd Congress of IAHR, Theme C, Venice, Italy, IAHR, Delft, The Netherlands.
Zeitoun, M. A., McIlhenny, W. F., and Reid, R. O. (1970). “Conceptual designs of outfall systems for desalting plants.” Research and Development Progress Rep. No 550, Office of Saline Water, U.S. Dept. of Interior, Washington, D.C.
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Journal of Hydraulic Engineering
Volume 134 • Issue 12 • December 2008
Pages: 1782 - 1784
Copyright
© 2008 ASCE.
History
Received: Oct 17, 2007
Accepted: Nov 19, 2007
Published online: Dec 1, 2008
Published in print: Dec 2008
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Ph.D. Candidate, Applied Hydraulics Laboratory, School of Civil Engineering, National Technical Univ. of Athens, 5 Heroon Polytechniou St., 15780 Zografou, Greece. E-mail: [email protected]
Professor, Applied Hydraulics Laboratory, School of Civil Engineering, National Technical University of Athens, 5 Heroon Polytechniou Street, 15780 Zografou, Greece. E-mail: [email protected]
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