Skip to main content
Have a personal or library account? Click to login
A biochemical multi-species quality model of a drinking water distribution system for simulation and design Cover

A biochemical multi-species quality model of a drinking water distribution system for simulation and design

Open Access
|Sep 2013

References

  1. Antonious, P. (1989)., Master’s thesis, University of Florida, Gainesville, FL.
  2. Arminski, K. and Zubowicz, T. (2011). Multispecies quality model for drinking water distribution system. InSIK technical report v.2.0.,, Gda´nsk University of Technology, Gda´nsk.
  3. Bitton, G. (1998)., John Wiley and Sons, New York, NY.
  4. Bousher, A., Brimblecombe, P. and Midgley, D. (1986). Rate of hypobromite formation in chlorinated seawater,(7): 865-870.
  5. Brdys, M. (2010). Intelligent monitoring and control for critical infrastructure systems and application to integrated wastewater treatment systems,, Vol. 9, pp. 2-12, DOI: 10.3182/20100712-3-FR-2020.00003.
  6. Brdys, M. and Ulanicki, B. (1994).Prentice Hall Int, Upper Saddle River, NJ.
  7. Bull, R.J., Reckhowb, D.A., Li, X., Humpaged, A.R., Joll, C. and Hrudeyc, S.E. (2011). Potential carcinogenic hazards of non-regulated disinfection by-products: Haloquinones, halo-cyclopentene and cyclohexene derivatives, n-halamines, halonitriles, and heterocyclic amines,(1): 1-19, DOI:10.1016/j.tox.2011.05.004.
  8. Chowdhury, S., Champagne, P. and McLellan, P.J. (2009). Models for predicting disinfection byproduct (DBP) formation in drinking waters: A chronological review,(14): 4189-4206, DOI:10.1016/j.scitotenv.2009.04.006.
  9. Clark, R. M., and Sivaganesan, M. (2002). Predicting chlorine residuals in drinking water: Second order model,(2): 152-151.
  10. Davis, M. and Robert, J.D. (2003)., McGraw-Hill, New York, NY.
  11. Deborae, M. and von Guten, U. (2008). Reactions of chlorine with inorganic and organic compounds during water treatment kintetics and mechanisms: A critical review,(1-2): 13-51, DOI:10.1016/j.watres.2007.07.025.
  12. Digiano, F. and Zhang, W. (2008). Uncertainty analysis in a mechanistic model of bacterial regrowth in distribution system,(22): 5925-5931, DOI:10.1021/es049745l.
  13. Duirk, S., Gombert, B., Choi, J. and L., V.R. (2002). Monochloramine loss in the presence of humic acid,(1): 85-89, DOI: 10.1039/b106047n.
  14. EU Cost Action IC0806-IntelliCIS (2008). Memorandum of Understanding, 7th Framework Program, http://www.intellicis.eu.
  15. EU Council Directive (1998). Council Directive 98/83/EC of 3 November 1998 on the Quality of Water Intended for Human Consumption, http://eur-lex.europa.eu.
  16. Frateur, I., Deslouis, C., Kiene, L., Levi, Y. and Tribollet, B. (1999). Free chlorine consumption induced by cast iron corrosion in drinking water distribution systems,(8): 1781-1790.
  17. Gazda, M. and Margerum, D.W. (1994). Reactions of monochloramine with br2, br-3, hobr, and obr-: Formation of bromochloramines,(19): 118-123.
  18. Gray, J.E.T., Margerum, D.W. and Huffman, R.P. (1978). Chloramine equilibria and the kinetics of disproportionation in aqueous solution,F.E. Brinckman and J.M. Bellama (Eds.),, ACS Books, Washington, DC, pp. 264-277.
  19. Hammes, F., Vital, M., Egli, T., Rubulis, J. and Juhna, T. (2007). Modeling planktonic and biofilm growth of a monoculture (p. fluorescens) in drinking water,http://www.techneau.org/fileadmin/files/Publications/Publications/Deliverables/D5.5.9.pdf
  20. Hand, V.C. and Margerum, D.W. (1983). Kinetics and mechanisms of the decomposition of dichloramine in aqueous solution,(10): 1449-1456, DOI: 10.1021/ic00152a007.
  21. Helbling, D. and VanBriesen, J. (2009). Modeling residual chlorine response to a microbial contamination event in drinking water distribution systems,(10): 918-927, DOI:10.1061/(ASCE)EE.1943-7870.0000080.
  22. Hong, Y., Liu, S. and Karanfil, T. (2008). Understanding DBP formation during chloramination,(4): 51-53.
  23. Hrudey, S.E. (2009). Chlorination disinfection by-products, public health risk tradeoffs and me,(8): 2057-2092, DOI:10.1016/j.watres.2009.02.011.
  24. Jafvert, C.T. and Valentine, R.L. (1987). Dichloramine decomposition in the presence of excess ammonia,(8): 967-973.
  25. Jegatheesan, V., Kastl, G., Fisher, I., Chandy, J. and Angles, M. (2003). Water quality modelling for drinking water distribution systems,, pp. 332-337.
  26. Jegatheesan, V., Kastl, G., Fisher, I., Chandy, J. and Angles, M. (2004). Modeling bacterial growth in drinking water: Effect of nutrients,(5): 129-141.
  27. Johnson, D.W. and Margerum, D.W. (1991). Non-metal redox kinetics: A reexamination of the mechanism of the reaction between hypochlorite and nitrite ions,(25): 4845-4851.
  28. Kohpaei, A. and Sathasivan, A. (2011). Chlorine decay prediction in bulk water using the parallel second order model: An analytical solution development,(1): 232-241, DOI:10.1016/j.cej.2011.03.034.
  29. Leao, S.F. (1981)., Ph.D. thesis, University of California, Berkeley, CA.
  30. LeChevallier, M., Welch, N. and Smith, D.B. (1996). Full-scale studies of factors related to coliform regrowth in drinking water,(7): 2201-2211.
  31. Liu:2005a Liu, S., Taylor, J., Randall, A.A. and Dietz, J. (2005a). Nitrification modeling in chloraminated distribution systems,(10): 98-108.
  32. Liu, S., Taylor, J.S. and Webb, D. (2005b). Water quality profiles during nitrification in a pilot distribution system study,(3): 133-145.
  33. Liu, W. and Qi, S. (2010). Modeling and verifying chlorine decay and chloroacetic acid formation in drinking water chlorination,(1): 65-72, DOI:10.1007/s11783-010-0010-y.
  34. Lu C., Biswas P., Clark, R.M. (1995). Simultaneous transport of substrates, disinfectants and microorganisms in water pipes,(3): 881-894.
  35. Łangowski, R. and Brdys, M.A. (2007). Monitoring of chlorine concentration in drinking water distribution systems using an interval estimator,(2): 199-216. DOI: 10.2478/v10006-007-0019-y.
  36. Margerum, D.W., Gray, E.T. and Huffman, R.P. (1978). Chlorination and the formation of N-chloro compounds in water treatment,F.E. Brinckman and J.M. Bellama (Eds.),, ACS Books, Washington, DC, pp. 278-291.
  37. Margerum, D.W., Schurter, L.M., Hobson, J. and Moore, E.E. (1994). Water chlorination chemistry: Nonmetal redox kinetics of chloramine and nitrite ion,(2): 331-337.
  38. McKinney, R.E. (2004)., Marcel Beckher, New York, NY.
  39. Metcalf, E. and Tchobanoglous, G. (1978)., McGraw-Hill, Upper Saddle River, NJ.
  40. Morris, J.C. and Isaac, R.A. (1981). A critical review of kinetic and thermodynamic constants for the aqueous chlorine-ammonia system,R.L. Jolley, W.A. Brungs, J.A. Cotruvo, R.B. Cumming, J.S. Mattice, and V.A. Jacobs (Eds.),, Ann Arbor Science, Ann Arbor, MI, pp. 49-62.
  41. Muellner, M.G., Wagner, E.D., McCalla, K., Richardson, S.D., Woo, Y.T. and Plewa, M.J. (2007). Haloacetonitriles vs. regulated haloacetic acids: Are nitrogen-containing DBPs more toxic?,(2): 645-651.
  42. Myszor, D. and Cyran, K. (2013). Mathematical modeling of molecule evolution in protocells,(1): 213-229, DOI: 10.2478/amcs-2013-0017.
  43. Nokes, C., Fenton, E. and Randal, C. (1999). Modelling the formation of brominated trihalomatanes in chlorinated drinking waters,(17): 3557-3568.
  44. Nowicki, A., Grochowski, M. and Duzinkiewicz, K. (2012). Data-driven models for fault detection using kernel PCA: A water distribution system case study,(4): 939-949, DOI: 10.2478/v10006-012-0070-1.
  45. Poduska, R.A. and Andrews, F.J. (1974). Dynamics of nitrification in the activated sludge process,, pp. 2599-2619.
  46. Pope, P.G. (2006)., Ph.D. thesis, University of Texas at Austin, TX.
  47. Rossman, L.A. (2000). Epanet 2 users manual, Risk Reduction Engineering Laboratory, US EPA, Cincinnati, OH.
  48. Rossman, L.A., Clark, R.M. and Grayman, W.M. (1994). Modeling chlorine residuals in drinking-water distribution-systems,(4): 803-820.
  49. Sadiq, R. and Rodriguez, R.J. (2004). Disinfection by-products (DBPs) in drinking water and predictive models for their occurrence: A review,(1-3): 21-46.
  50. Shang, F. and Rossman, L. (2011). Epanet multi-specie extention user‘s manual, EPA/600/S-07/021, National Risk Management Research Laboratory, National Homeland Security Research Center Office of Research and Development, US Environmental Protection Agency, Cincinnati, OH.
  51. Shang, F., Uber, J. and Rossman, L. (2008). Modeling reaction and transport of multiple species in water distribution systems,(3): 808-814, DOI: 10.1021/es072011z.
  52. Snoeyink, V.L. and Jenkins, D. (1980)., John Wiley and Sons, New York, NY.
  53. Trofe, T.W., Inman, J.G.W. and Johnson, J.D. (1980). Kinetics of monochloramine decomposition in the presence of bromide,(5): 544-549, DOI: 10.1021/es60165a008.
  54. van der Kooij, D., Vrouwenvelder, H. and Veenendaal, H. (1995). Kintetic aspects of biofilm formation on surfaces exposed to drinking water,(8): 61-65, DOI:10.1016/0273-1223(96)00008-X.
  55. Vikesland, P.J., Ozekin, K. and Valentine, R. (2001). Monochloramine decay in model and distribution system waters,(7): 1766-1776.
  56. Williamson, K. and McCarty, P. (1976). Verification studies of the biofilm model for bacterial substrate utilization,(2): 1281-289.
  57. World Health Organisation (2005). Guidelines for drinking water quality. Dichloroacetic acid in drinking-water,.
  58. Zhang,W.,Miller, C. and DiGiano, F. (2004). Bacterial regrowth model for water distribution systems incorporating alternating split-operator solution technique,(3): 932-941, DOI: 10.1060/(ASCE)0733-39372(2004)130:9(932).
DOI: https://doi.org/10.2478/amcs-2013-0043 | Journal eISSN: 2083-8492 | Journal ISSN: 1641-876X
Language: English
Page range: 571 - 585
Published on: Sep 30, 2013
Published by: University of Zielona Góra
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2013 Krzysztof Arminski, Tomasz Zubowicz, Mietek A. Brdys, published by University of Zielona Góra
This work is licensed under the Creative Commons License.