Numerical modeling of tracer transport in a contact tank

Environment International

Volumn 23, Issue 6, 1997, Pages 763-773

  Falconer, Roger A ^a   Ismail, A I B M ^b  

^a CARDIFF UNIVERSITY   (United Kingdom)

^b SCHOOL OF PHYSICS   (Malaysia)

Author keywords

[No Author keywords available]

Indexed keywords

CHLORINATION; CHLORINE; COMPUTER SOFTWARE; DISINFECTION; MATHEMATICAL MODELS; POTABLE WATER; TRACE ANALYSIS; TRANSPORT PROPERTIES; WATER TANKS;

CONTACT TANKS; SERPENTINE CHLORINE; SOFTWARE PACKAGE QUICK; TRACER TRANSPORT;

WATER POLLUTION CONTROL;

CHLORINE; MATHEMATICAL MODELING; TRACER; WATER SUPPLY;

ARTICLE; CALCULATION; CHLORINATION; MATHEMATICAL MODEL; PRIORITY JOURNAL; WATER CONTAMINATION; WATER SUPPLY;

EID: 0031282329     PISSN: 01604120     EISSN: 18736750     Source Type: Journal    
DOI: 10.1016/S0160-4120(97)00088-3     Document Type: Article

References (17)

1. Chen, Y. Numerical modelling of solute transport processes using higher order accurate finite difference schemes: Numerical treatment of flooding and drying. PhD thesis. Bradford, UK: University of Bradford; 1992.
2. Elder, R.W. The dispersion of marked fluid in turbulent shear flow. J. Fluid Mech. 115(4): 544-560; 1959.
3. Falconer, R.A. A water quality simulation study of a natural harbour. J. Waterway Port Coastal Ocean Eng., ASCE 112(2): 234-259; 1986.
4. Falconer, R.A. Flow and water quality modeling in coastal and inland water. J. Hydraul. Res. IAHR, 30(4): 437-352; 1991.
5. Falconer, R.A.; Tebbutt, T.H.Y. A theoretical and hydraulic model study of a chlorine contact tank. In: Proc. Institution of Civil Engineers. Part 2. 81: 255-276; 1986. Available from: Thomas Telford, London, UK.
6. Falconer, R.A.; Liu, S. Modelling solute transport using QUICK scheme. J. Environ. Eng., ASCE. 114(1): 3-20; 1988.
7. Falconer, R.A. Theory of nearly horizontal flows. In: Abbott, M.B.; Price, W.A., eds. Coastal, estuarial and harbour engineers reference book. London, UK: E & FN Spon; 1993: 27-36.
8. Fischer, H.B. Longitudinal dispersion and turbulent mixing in open channel flow. Ann. Rev. Fluid Mech. 5: 59-78; 1973.
9. French, R.H. Open-channel hydraulics. New York, NY: McGraw-Hill, Inc.; 1994: 1-739.
10. Hebenstreit, G.T.; et al. Application of improved numerical techniques to the tsunami response of island systems. J. Phys. Oceanogr. 10: 1134-1140; 1980.
11. Kothandaraman, V.; Sutherland, H.L.; Evans, R.L. Performance characteristics of chlorine contact tanks. J. Water Pollut. Control Fed. 45(4): 611-619; 1973.
12. Mitchell, A.R.; Griffiths, D.F. Finite difference methods in partial differential equations. New York, NY: John Wiley & Sons: 1980.
13. Preston, R.W. The representation of dispersion in two-dimensional water flow. Report No. TPRD/E/2783/84: May 1985. Available from: Central Electricity Research Laboratories. Leatherhead, U.K.
14. Schlichting, H. Boundary-layer theory. New York, NY: McGraw-Hill BookCo.; 1968: 1-747.
15. Shiono, K.; Teixeira, E.C.; Falconer, R.A. Turbulent measurements in chlorine contact tank. In: Proc. first international conference on water pollution: Modelling, measuring and predicting.
16. Southampton, UK: Wessex Institution of Technology: 1991: 519-531.
17. Singer, P.C. Control of disinfection by-products in drinking water. J. Environ. Eng., ASCE. 120(4): 727-744; 1994.