Discussion of “Computational Study of Particle-Eddy Interaction in Sedimentation Tanks” by S. Jayanti and S. Narayanan
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Volume 131, Issue 6
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References
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Graber, S. D. (1994). “A critical review of the use of G-value (RMS velocity gradient) in environmental engineering.” Proc., 17th South-eastern Conf. on Theoretical and Applied Mechanics, Theor. Appl. Mech., Volume XVII, Louisiana Tech Univ. and Univ. of Arkansas, 533–556.
Ingersoll, A. C., McKee, J. E., and Brooks, N. H. (1956). “Fundamental concepts of rectangular settling tanks.” Trans. Am. Soc. Civ. Eng., 121, 1179-1218.
Stallings, R. B., Edison, R., Moore, B., and Freedman, S. D. (2002). “Computational fluid dynamics (CFD) modeling used to optimize wet-weather performance of primary clarifiers at Bangor, Maine WWTF.” J. N. Engl. Water Works Assoc., 36(2), 136-148.
Water Environment Federation (WEF) and American Society of Civil Engineers (ASCE). (1998). Design of municipal wastewater treatment plants: Manual of practice No. 76, Alexandria, Va., and Reston, Va., 10-10 to 10-15, 11-106 to 11-112.
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Journal of Environmental Engineering
Volume 131 • Issue 6 • June 2005
Pages: 994
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© 2005 ASCE.
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Published online: Jun 1, 2005
Published in print: Jun 2005
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