Flow and transport simulation models for prediction of chlorine contact tank flow-through curves

Water Environment Research

Volumn 75, Issue 5, 2003, Pages 455-471

  Wang, Hong ^a   Shao, Xuejun ^a   Falconer, Roger A ^b  

^a TSINGHUA UNIVERSITY   (China)

^b CARDIFF UNIVERSITY   (United Kingdom)

Author keywords

Finite difference method; Flow and disinfection prediction; Numerical simulation; Solute transport and decay; Turbulence model

Indexed keywords

COMPUTER SIMULATION; DISINFECTION; HYDRODYNAMICS; MATHEMATICAL MODELS; TURBULENT FLOW; WATER TANKS; WATER TREATMENT;

BIOLOGICAL DECAY; DISINFECTION PROCESSES; HYDRODYNAMIC SUBMODELS; SOLUTE TRANSPORT;

CHLORINE;

CHLORINE;

CHLORINE; DISINFECTION; MATHEMATICAL MODELING; SOLUTE TRANSPORT; TURBULENT FLOW; WASTEWATER TREATMENT;

ADVECTION; ARTICLE; DISINFECTION; GEOMETRY; HYDRODYNAMICS; MATHEMATICAL MODEL; PRIORITY JOURNAL; SHEAR STRESS; SIMULATION; TANK; TURBULENT FLOW; WASTE WATER TREATMENT PLANT; FORECASTING; SEWAGE; THEORETICAL MODEL; WATER FLOW; WATER MANAGEMENT; WATER POLLUTANT;

DISINFECTION; FORECASTING; MODELS, THEORETICAL; WASTE DISPOSAL, FLUID; WATER MOVEMENTS; WATER POLLUTANTS; WATER PURIFICATION;

EID: 1542568445     PISSN: 10614303     EISSN: None     Source Type: Journal    
DOI: 10.2175/106143003X141268     Document Type: Article

References (49)

1. Adams, E. W.; Rodi, W. (1990) Modeling Flow and Mixing in Sedimentation Tanks. J. Hydraul. Eng., Am. Soc. Civ. Eng., 116, 895.
2. Agarwal, R. K. (1981) A Third-Order-Accurate Upwind Scheme for Navier-Stokes Solutions at High Reynolds Numbers. Proceedings of AIAA 19th Aerospace Sciences Meeting, St. Louis, Missouri, Jan 12-15; American Institute of Aeronautics and Astronautics: Reston, Virginia.
3. Baas, M.; van Esch, R. L. M.; Krus, H. W. (1996) Latest Advances in UV Disinfection Hydrodynamic Simulation and Its Relation to Practical Experiences. Proceedings of IOA/EA3G Regional Conference on Ozone, Ultraviolet Light, and Advanced Oxidation Processes in Water Treatment, Amsterdam, The Netherlands, Sep 23-25; International Ozone Association.
4. Celik, I.; Rodi, W.; Stamou, A. (1985) Prediction of Hydrodynamic Characteristics of Rectangular Settling Tanks. Proceedings of 2nd Symposium on Refined Flows and Measurement of Turbulent Flows, Iowa Institute of Hydraulic Research: Iowa City.
5. Chiu, K.; Lyn, D. A.; Savoye, P.; Blatchley, E. R., III. (1999) Integrated UV Disinfection Model Based on Particle Tracking. J. Environ. Eng. (Reston, Virginia), 125, 7.
6. Clark, R. M. (1998) Chlorine Demand and TTHM Formation Kinetics: A Second-Order Model. J. Environ. Eng. (Reston, Virginia), 124, 16.
7. Deardorff, J. W. (1970) A Numerical Study of Three-Dimensional Turbulent Channel Flow at Large Reynolds Numbers. J Fluid Mech., 41, 453.
8. Demuren, A. O. (1983) Numerical - Calculations of Steady 3-Dimensional Turbulent Jet in Cross Flow. Comput. Method Appl. Mech. Eng., 37 (3), 309.
9. Falconer, R. A. (1980) Numerical Modeling of Tidal Circulation in Harbors. J. Waterway Port Coastal Ocean Div., Am. Soc. Civ. Eng., 106, 31.
10. Falconer, R. A. (1986) Modeling Tidal Circulation in an Island's Wake. J. Waterway Port Coastal Ocean Eng., 112, 234.
11. Falconer, R. A.; Liu, S. Q. (1987) Mathematical Model Study of Plug Flow in a Chlorine Contact Tank. J. Water Environ. Manage., 1, 3279.
12. Falconer, R. A.; Liu, S. Q. (1988) Modeling Solute Transport Using QUICK Scheme. J. Environ. Eng. (Reston, Virginia), 114, 3.
13. Falconer, R. A.; Tebbutt, T. H. Y. (1986) A Theoretical and Hydraulic Model Study of a Chlorine Contact Tank. Proc. Inst. Civil Eng., 81 (2), 255.
14. Ferrara, R. A.; Harleman, D. R. F. (1981) Hydraulic Modeling for Waste Stabilization Ponds. J. Environ. Eng. Div. (Reston, Virginia), 107, EE4, 817.
15. Fischer, H. B. (1973) Longitudinal Dispersion and Turbulent Mixing in Open Channel Flow. Annu. Rev. Fluid Mech., 5, 59.
16. Gyurek, L. L.; Finch, G. R. (1998) Modeling Water Treatment Chemical Disinfection Kinetics. J. Environ. Eng. (Reston, Virginia), 124, 783.
17. Haas, C. N.; Karra, S. B. (1984a) Kinetics of Microbial Inactivation by Chlorine - I: Review of Results in Demand-Fres System. Water Res., 18, 1443.
18. Haas, C. N.; Karra, S. B. (1984b) Kinetics of Microbial Inactivation by Chlorine - II: Kinetics in The Presence of Chlorine Demand. Water Res.. 18, 1451.
19. Haas, C. N. (1990) Disinfection. In Water Quality and Treatment - A Handbook of Community Water Supplies, 4th ed.; McGraw-Hill: New York; pp 877-932.
20. Huang, H. N.; Fergen, R. E.; Cooke, J. P.; Fox, G. S. (1997) Effluent Total Residual Chlorine Decay in Outfall Pipe. J. Environ. Eng. (Reston, Virginia), 123, 813.
21. Hubbs, S. A.; Goers, M.; Siria, J. (1980) Plant-Scale Examination and Control of a Chlorine Dioxide-Chloramination Process at the Louisville Water Company. In Water Chlorination: Environmental Impact and Health Effects; Jolley, R. L., Brungs, W. A., Cumming, R. B., Eds.; Ann Arbor Science Publishers: Ann Arbor, Michigan; pp 769-775.
22. Høstgaard-Jensen, P.; Klitgaard, J.; Pedersen, K. M. (1977) Chlorine Decay in Cooling Water and Discharge into Seawater. J. - Water Pollut. Control Fed., 49, 1832.
23. Imam, E.; McCorquodale, J. A.; Bewtra, J. K. (1983) Numerical Modeling of Sedimentation Tanks. J. Hydraul. Eng., 109, 1740.
24. Larsen, P. (1977) On the Hydraulics of Rectangular Settling Basins, Experimental and Theoretical Studies. Report No. 1001; Department of Water Resources Engineering, Lund Institute of Technology, Lund University: Lund, Sweden.
25. Leonard, B. P. (1978) A Consistency Check for Estimating Truncation Error Due to Upstream Differencing. Appl. Math. Model., 2, 239.
26. Leonard, B. P. (1979) A Stable and Accurate Convective Modeling Procedure Based on Quadratic Upstream Interpolation. Comput. Methods Appl. Mechanics Eng., 19, 59.
27. Leonard, B. P. (2002) Stability of Explicit Advection Schemes. The Balance Point Location Rule. Int. J. Numer. Methods. In Fluids, 38 (5), 471.
28. Levenspiel, O. (1972) Chemical Reaction Engineering; Wiley & Sons: New York.
29. Lien, H. C.; Hsieh, T. Y.; Yang, J. C. (1999) Bend-Flow Simulation Using 2D Depth-Averaged Model. J. Hydraulic Eng., 125, 1097.
30. Lyn, D. A.; Chiu, K.; Blatchley, E. R., III (1999) Numerical Modeling of Flow and Disinfection in UV Disinfection Channels. J. Hydraulic Eng., 125, 17.
31. Lyn, D. A.; Zhang, Z. (1989) Boundary-Fitted Numerical Modeling of Sedimentation Tanks. Proceedings of the 23rd International Association for Hydraulic Research and Association Internatione de Recherches Hydrauliques Conference, Ottawa, Canada.
32. Madsen, P. A.; Rugbjerg, M.; Warren, I. R. (1988) Subgrid Modeling in Depth Integrated Flow. Proceedings of the Twenty-First Coastal Engineering Conference, Madrid, Spain; Edge, B. L., Ed.; pp. 505-511.
33. Rodi, W. (1993) Turbulence Models and Their Application in Hydraulics - A State of the Art Review, 3rd ed.; Monograph of the International Association for Hydraulic Research, Delft, The Netherlands; A. A. Balkema: Rotterdam, The Netherlands.
34. Roustan, M.; Line, A.; Wable, O. (1992) Modeling of Vertical Downward Gas-Liquid Flow for the Design of a New Contactor. Chem. Eng. Sci., 47, 3681.
35. Schamber, D. R.; Larock, B. E. (1981) Numerical Analysis of Flow in Sedimentation Basins. J. Hydraulic Div., Am. Soc. Civ. Eng., 107, 575.
36. Selleck, R. E.; Saunier, B. M.; Collins, H. F. (1978) Kinetics of Bacterial Deactivation with Chlorine. J. Environ. Eng. Div., Am. Soc. Civ. Eng., 104, 1197.
37. Smagorinsky, J. S. (1963) General Circulation Experiments with the Primitive Equations: Part I, Basic Experiments. Monthly Weather Rev., 91, 99.
38. Sobsey, M. D. (1989) Inactivation of Health-Related Microorganisms in Water by Disinfection Processes. Water Sci. Technol., 21 (3), 179.
39. Stambolieva, Z.; Roustan, M.; Wable, O.; Duguet, J. P.; Mallevialle, J. (1993) Method for Design of Chlorine Contactors for Drinking Water Treatment Kinetic and Hydraulic Considerations for Disinfection Efficiency Estimation. Proceedings of the American Water Works Association Annual Conference; Denver, Colorado.
40. Suh, D. H.; Abdel-Rahman, M. S. (1985) Mechanism of Chloroform Formation by Chlorine and its Inhibition by Chlorine Dioxide. Fundam. Appl. Toxicol., 5, 305.
41. Teixeira, E. C.; Shiono, K. (1992) An Investigation of the Hydraulic Behavior of a Chlorine Contact Tank. Laser Techniques and Applications in Fluid Mechanics: Proceedings of the 6th International Symposium, Lisbon, Portugal, July 22-23; Adrian, R. J., Ed.; Springer-Verlag: Berlin.
42. Vasconcelos, J. J.; Boulos, P. F.; Grayman, W. M.; Kiene, L.; Wable, O.; Biswas, P.; Bhari, A.; Rossman, L. A.; Clark, R. M.; Goodrich, J. A. (1996) Characterization and Modeling of Chlorine Decay in Distribution Systems; American Water Works Association Research Foundation: Denver, Colorado.
43. Wang, H. (1995) Numerical Modeling of Flow and Disinfection Processes in Chlorine Contact Tanks. Ph.D. Thesis, University of Bradford, England; p 286.
44. Wang, H.; Falconer, R. A. (1998a) Simulating Disinfection Processes in Chlorine Contact Tanks Using Various Turbulence Models and High-Order Accurate Difference Schemes. Water Res., 32, 1529.
45. Wang, H.; Falconer, R. A. (1998b) Numerical Modeling of Flow in Chlorine Disinfection Tanks. J. Hydraulic Eng., 124, 918.
46. Wang, H.; Hutter, K. (2001) Comparisons of Numerical Methods with Respect to Convectively Dominated Problems. Int. J. Numer. Methods. In Fluids, 37 (6), 721.
47. Weber, W. J., Jr. (1972) Physicochemical Processes for Water Quality Control; Wiley & Sons: New York.
48. Wilcox, D. C. (1993) Turbulence Modeling for CFD; DCW Industries: La Canada, California.
49. Zhou, S. P.; McCorquodale, J. A.; Godo, A. M. (1994) Short Circuiting and Density Interface in Primary Clarifiers. J. Hydraulic Eng., 120, 1060.