Hydraulic efficiency of baffled disinfection contact tanks

Environmental Hydraulics - Proceedings of the 6th International Symposium on Environmental Hydraulics

Volumn 2, Issue , 2010, Pages 1041-1046

  Xu, Q ^a   Venayagamoorthy, S K ^a  

^a Department of Mechanical Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL FLUID DYNAMICS; DISINFECTION; EFFICIENCY; FLOW SEPARATION; HYDRAULICS; TANKS (CONTAINERS); VELOCITY;

HIGH RESOLUTION; HYDRAULIC DESIGNS; HYDRAULIC EFFICIENCY; INTERNAL HYDRAULIC; LONGITUDINAL VELOCITY; PLUG FLOW CONDITIONS; RESIDENCE TIME DISTRIBUTION CURVES; WATER ENGINEERING;

RESIDENCE TIME DISTRIBUTION;

EID: 79960423577     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/b10553-173     Document Type: Conference Paper

References (7)

1. Hannoun, I.A., Boulos, P.F. & List, E.J. 1998. Using hydraulic modeling to optimize contact time. Journal of AmericaWaterWorks Association (AWWA), August: 77-78.
2. Launder, B. E., and Spalding, D. B. 1974. Numerical computation of turbulent flows. Comput. Methods Appl. Mech. Eng., 3, 269-289.
3. Shiono, K. & Teixeira, E.C. 2000. Turbulent characteristics in a baffled contact tank. Journal of Hydraulic Research (JHR), 38(6): 403-416.
4. Shiono, K., E.,Teixiera, E. C. & Falconer, R. A. 1991. Turbulent measurements in chlorine contact tank. First international conference on water pollution: Modelling, measuring and predicting, Southampton, UK, pages 519-531, 1991.
5. USEPA. 1999. Disinfection profiling and benchmarking guidance manual. EPA 815-R-99-013, Office ofWater, Washington, D.C.
6. Venayagamoorthy, S.K.&Stretch, D.D. 2010. Onthe turbulent Prandtl number in homogeneous stably stratified turbulence. Journal of fluid mechanics, 644, 359-369.
7. Wols B. A., Uijttewaal W. S. J., Rietveld L. C., Stelling, G. S., van Dijk, J. C. & Hofman, J. A. M. H. 2008. Residence time distribution in ozone contactors. Ozone: Science and Engineering, 30(1), 49-57.