DISCUSSIONS AND CLOSURES
Jun 1, 2008

Discussion of “Validation of a Three-Dimensional Computational Fluid Dynamics Model of a Contact Tank” by Liaqat A. Khan, Edward A. Wicklein, and E. C. Texeira

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Publication: Journal of Hydraulic Engineering
Volume 134, Issue 6
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References

American Water Works Association (AWWA). (1991). Guidance manual for compliance with the filtration and disinfection requirements for public water systems using surface water sources, Denver.
Danckwerts, P. V. (1953). “Continuous flow systems: Distribution of residence times.” Chem. Eng. Sci., 2(1).
Gualtieri, C. (2006). “Numerical simulations of flow and tracer transport in a disinfection contact tank.” Proc. of iEMSs 2006 Conf., Burlington, Vt.
Levenspiel, O. (1999). Chemical reaction engineering, 3rd Ed., Wiley, New York.
Madeira, L. M., Alves, M. A., and, Rodrigues, A. E. (2004). “Teaching non-ideal reactors with CFD tools.” Chem. Eng. Educ., 38(2), 154–160.
Shiono, K., and Texeira, E. C. (2000). “Turbulent characteristics in a baffled contact tank.” J. Hydraul. Res., 38(6), 403–416.
Van der Walt, J. J., and Haarhoff, J. (2000). “Is a reservoir really that simple? A CFD investigation into the internal hydraulics of reservoirs.” Proc. of WISA 2000 Conf., Sun City, South Africa.
Wang, H., and Falconer, R. A. (1998a). “Numerical modelling of flow in chlorine disinfection tanks.” J. Hydraul. Eng., 124(9), 918–931.
Wang, H., and Falconer, R. A. (1998b). “Simulating disinfection processes in chlorine contact tanks using various turbulence models and high-order accurate difference schemes.” Water Res., 32(5), 1529–1543.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 6June 2008
Pages: 870 - 871

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Published online: Jun 1, 2008
Published in print: Jun 2008

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Carlo Gualtieri, M.ASCE
Assistant Professor, Dept. of Hydraulic, Geotechnical and and Environmental Engineering (DIGA), Univ. of Napoli Federico II, Napoli, Italy. E-mail: [email protected]

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