References
- Amini, R., Taghipour, R., & Mirgolbabaei, H. (2011). Numerical assessment of hydrodynamic characteristics in chlorine contact tank. International Journal for Numerical Methods in Fluids. doi:10.1002/fld.2394
- Angeloudis, A., Stoesser, T., & Falconer, R. A. (2014). Predicting the disinfection efficiency range in chlorine contact tanks through a CFD-based approach. Water Research, 60, 118–129. doi: 10.1016/j.watres.2014.04.037
- ANSYS. (2011). Fluent Theory Guide. Canonsburg, PA: ANSYS.
- Bradbrook, K. F., Biron, P. M., Lane, S. N., Richards, K. S., & Roy, A. G. (1998). Investigation of controls on secondary circulation in a simple confluence geometry using a three-dimensional numerical model. Hydrological Processes, 12, 1371. doi: 10.1002/(SICI)1099-1085(19980630)12:8<1371::AID-HYP620>3.0.CO;2-C
- Crozes, G. F., Hagstrom, J. P., Clark, M. M., Ducoste, J., & Burns, C. (1999). Improving clearwell design for CT compliance. AWWARF & AWWA, Denver. ISBN O-89867-963-X.
- Gualtieri, C. (2006). Numerical simulations of flow and tracer transport in a disinfection contact tank. In A. A. Voinov, A. J. Jakeman, A. E. Rizzoli (Eds.), Proceedings of the iEMSs Third Biennial Meeting: International Congress on Environmental Modelling and Software, Burlington, USA, 9–12 July 2006.
- Gualtieri, C. (2010). Discussion on E. C. Teixeira and R. N. Siqueira: Performance assessment of hydraulic efficiency indexes. Journal of Environmental Engineering, 136, 1006–1007. doi: 10.1061/(ASCE)EE.1943-7870.0000088
- Hannoun, I. A., Boulos, P. F., & List, E. J. (1998). Using hydraulic modeling to optimize contact time. Journal of the American Water Works Association, August, 77–78.
- Khan, L. A., Wicklein, E. A., & Teixeira, E. C. (2006). Validation of a three-dimensional computational fluid dynamics model of a contact tank. Journal of Hydraulic Engineering, 132, 741–746. doi: 10.1061/(ASCE)0733-9429(2006)132:7(741)
- Kim, D., Stoesser, T., & Kim, J. (2013). The effect of baffle spacing on hydrodynamics and solute transport in serpentine contact tanks. Journal of Hydraulic Research, 51, 558–568. doi: 10.1080/00221686.2013.777681
- Pope, S. B. (2000). Turbulent flows. Cambridge, UK: Cambridge University Press.
- Rauen, W. B., Angeloudis, A., & Falconer, R. A. (2012). Appraisal of chlorine contact tank modelling practices. Water Research, 46, 5834–5847. doi: 10.1016/j.watres.2012.08.013
- Shiono, K., & Teixeira, E. C. (2000). Turbulent characteristics in a baffled contact tank. Journal of Hydraulic Research, 38, 403–416. doi: 10.1080/00221680009498294
- Shiono, K. E., Teixeira, E. C., & Falconer, R. A. (1991). Turbulent measurements in chlorine contact tank. The 1st international conference on water pollution: Modeling, measuring and predicting, Southampton, UK, 519–531.
- Singer, P. C. (1994). Control of disinfection by-products in drinking water. Journal of Environmental Engineering, 120, 727–744. doi: 10.1061/(ASCE)0733-9372(1994)120:4(727)
- Stamou, A. I. (2008). Improving the hydraulic efficiency of water process tanks using CFD models. Chemical Engineering and Processing: Process Intensification, 47, 1179–1189. doi: 10.1016/j.cep.2007.02.033
- Teixeira, E. C., & Siqueira, R. N. (2008). Performance assessment of hydraulic efficiency indexes. Journal of Environmental Engineering, 134, 851–859. doi: 10.1061/(ASCE)0733-9372(2008)134:10(851)
- Yakhot, V., & Orszag, S. A. (1986). Renormalization group analysis of turbulence. Journal of Scientific Computing, 1(1), 3–51. doi: 10.1007/BF01061452
- Venayagamoorthy, S. K., & Stretch, D. D. (2010). On the turbulent Prandtl number in homogeneous stably stratified turbulence. Journal of Fluid Mechanics, 644, 359–369. doi: 10.1017/S002211200999293X
- Wang, H., & Falconer, R. A. (1998). Simulating disinfection processes in chlorine contact tanks using various turbulence models and high-order accurate difference schemes. Water Research, 32, 1529–1543. doi: 10.1016/S0043-1354(98)80014-6