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Chlorine decay and formation of THM in Malaysia's water distribution system

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Chlorine is a popular disinfectant used in Malaysia in the treatment process of drinking water supply because of its effectiveness. The concentration of chlorine deteriorates upon travelling in the system due to its reaction with organic matter to produce carcinogenic substances known as disinfection by-products (DBP) such as trihalomethanes (THM). This study was conducted to investigate chlorine decay and THM formation in a state's drinking water distribution system in Malaysia specifically across a 24.9 km distance. EPANET 2.0 Software program was used to perform hydraulics and water quality analysis using the extended period simulation (EPS) for 24 hours demand pattern. A simulation of the water distribution system was performed to identify the formation of THM and its relationship between chlorine and total organic carbon (TOC). The value of THM was maintained at a lower level at the water treatment plant (WTP) than at the endpoint of the distribution system. At the endpoint, which was at the targeted industrial area, the level of THM was found to increase and the obtained data showed that its formation occurred along the investigated distribution system. THM formation manifested as the natural organic matter (NOM) presence along the pipe continuously reacted with chlorine which was dosed in the distribution system.
Rocznik
Strony
19--41
Opis fizyczny
Bibliogr. 29 poz., rys., tab.
Twórcy
  • Department of Chemical and Process Engineering, Faculty of Engineering and Built Environment, University Kebangsaan Malaysia, UKM, Bangi 43600, Selangor, Malaysia
  • Department of Civil Engineering, Faculty of Engineering and Built Environment, University Kebangsaan Malaysia, UKM, Bangi 43600, Selangor, Malaysia
  • Department of Chemical and Process Engineering, Faculty of Engineering and Built Environment, University Kebangsaan Malaysia, UKM, Bangi 43600, Selangor, Malaysia
  • Research Centre for Sustainable Process Technology, Faculty of Engineering and Built Environment, University Kebangsaan Malaysia, UKM, Bangi 43600, Selangor, Malaysia
  • Department of Civil Engineering, Faculty of Engineering and Built Environment, University Kebangsaan Malaysia, UKM, Bangi 43600, Selangor, Malaysia
  • Department of Civil Engineering, Faculty of Engineering and Built Environment, University Kebangsaan Malaysia, UKM, Bangi 43600, Selangor, Malaysia
Bibliografia
  • [1] World Health Organization, Guidelines for Drinking Water Quality – Fourth Edition Incorporating the First Addendum, 2017, WHO Publications, Geneva 2017.
  • [2] CHAN N.W., Issues and challenges in water governance in Malaysia, Iran, J. Environ. Health. Sci. Eng., 2009, 6 ( 3), 143–152.
  • [3] ASHBOLT N., CUNLIFFE D., D’ANGLADA L., GREINER P., GUPTA R., HEARN J. et al., Water Safety in Distribution Systems, D. Cunliffe (Ed.), World Health Organization, Geneva 2014.
  • [4] National Health and Medical Research Council C.o.A., Canberra and C.o.A. National Resource Management Ministerial Council, Canberra, Australian Drinking Water Guidelines 6, National Water Quality Management Strategy, [In:] Australian Drinking Water Guidelines Version 3.3, National Health and Medical Research Council, Australia, 2011.
  • [5] Guidelines for Drinking Water Quality, WHO International Standards for Drinking Water, WHO Press, Geneva 2011.
  • [6] PAUZI A.M., FANG Y.L., SADIA A., BASAR I., ABIDIN K.N.Z., The study of interrelationship between raw water quality parameters, chlorine demand and the formation of disinfection by-products, Phys. Chem. Earth, 2009, 34, 806–811. DOI: 10.1016/j.pce.2009.06.014.
  • [7] QUINTILIANI C., CRISTO C.D., LEOPARDI A., Vulnerability assessment to trihalomethane exposure in water distribution systems, Water, 2018, 10 (912), 1–15. DOI: 10.3390/w10070912.
  • [8] CASEY T., KEARNEY P., KERR H., The chlorine demand characteristic of Irish water supplies. Process design implications for disinfection and THM formation, 2012, CIWEM2012\CDCIWS.pdf
  • [9] WESTERHOFF P., Chemistry and Treatment of Disinfection Byproducts in Drinking Water in Southwest Hydrology, A.S. University, Editor., Arizona State University, 2006.
  • [10] World Health Organization, Guidelines For Drinking-Water Quality, 4th Ed., incorporating the 1st Addendum, M. Sheffer (Ed.), Interligar, Brazil, 2017.
  • [11] SHAVIC D.A., BANYARD J.K., Water Distribution System, Vol. 1, ICE Publishing, London 2011, 342.
  • [12] AHN J.C., LEE S.W., CHOI K.Y., KOO J.Y., Application of EPANET for the determination of chlorine dose and prediction of THMs in a water distribution system, Sustain Environ. Res., 2012, 22 (1), 31–38.
  • [13] RAMAVANDI B., FARJADFARD S., ARDJMAND M., DOBARADARAN S., Effect of water quality and operational parameters on trihalomethanes formation potential in Dez River water, Iran, Water Res. Ind., 2015, 11, 1–12. DOI: 10.1016/j.wri.2015.03.002.
  • [14] CHOWDHURY S., CHAMPAGNE P., MCLELLAN P.J., Models for predicting disinfection byproduct (DBP) formation in drinking waters. A chronological review, Sci. Total Environ., 2009, 407 (14), 4189–4206. DOI: 10.1016/j.scitotenv.2009.04.006.
  • [15] CANTOR A.F., Water Distribution System Monitoring. A Practical Approach for Evaluating Drinking Water Quality, [In:] A.F. Cantor (Ed.), Water Distribution System Monitoring, Vol. 1. CRC Press, Boca Raton, Florida, 2009, 203.
  • [16] KULKARNI P., CHELLAM S., Disinfection by-product formation following chlorination of drinking water: artificial neural network models and changes in speciation with treatment, Sci. Total Environ., 2010, 408 (19), 4202–4210. DOI: 10.1016/j.scitotenv.2010.05.040.
  • [17] Environmental Protection Agency (EPA), EPA Advice Note on Disinfection By-Products in Drinking Water, [In:] EPA Advice Note on Disinfection By-Products in Drinking Water, 2011, 1–27.
  • [18] SADIQ R., RODRIGUEZ M.J., Disinfection by-products (DBPs) in drinking water and predictive models for their occurrence. A review, Sci. Total Environ., 2004, 321 (1–3), 21–46. DOI: 10.1016/j.scitotenv.2003.05.001.
  • [19] ROSSMAN L.A., The effect of advanced treatment on chlorine decay in metallic pipes, Water Res., 2006, 40 (13), 2493–2502. DOI: 10.1016/j.watres.2006.04.046.
  • [20] ADEDOJA O.S., HAMAM Y., KHALAF A., SADIKU R., Towards development of an optimization model to identify contamination source in a water distribution network, Water, 2018, 10 (5), 1–27. DOI: 10.3390/w10050579.
  • [21] KOHPAEI A.J., SATHASIVAN A., Chlorine decay prediction in bulk water using the parallel second order model: An analytical solution development, Chem. Eng. J., 2011, 171, 232–241. DOI: 10.1016/j.cej.2011.03.034.
  • [22] NEWBOLD J.R., Comparison and Simulation of a Water Distribution Network in EPANET and a New Generic Graph Trace Analysis Based Model, Virginia Polytechnic Institute State University, Blacksburg, VA, 2009.
  • [23] COOPER J.P., Development of a Chlorine Decay and Total Trihalomethane Formation Modeling Protocol Using Initial Distribution System Evaluation Data, University of Akron, The Graduate Faculty, Akron, Ohio, 2009.
  • [24] Advanced Water Distribution Modeling and Management, Haestad Methods, Water Solutions, 1st Ed. C. Totz, K. Dietrich (Eds.), Haestad Press, Waterbury, CT USA, 2003.
  • [25] MONTEIRO L., FIGUEIREDO D., DIAS S., FREITAS R., COVAS D., MENAIA J., COELHO S.T., Modeling of chlorine decay in drinking water supply systems using EPANET MSX, Proc. Eng., 2014, 70, 1192–1200. DOI: 10.1016/j.proeng.2014.02.132.
  • [26] SONIA A.H., ISTVÁN L., Influence of water quality characters on kinetics of chlorine bulk decay in water distribution systems, Int. J. Appl. Sci. Technol., 2015, 5 (4), 64–73.
  • [27] TORRETTA V., TOLKOU A.K., KATSOYIANNIS I.A., KATSOYIANNIS A., TRULLI E., RADA E.C., Consumption of free chlorine in an aqueduct scheme with low protection. Case study of the new aqueduct Simbrivio-Castelli (NASC), Italy, Water, 2018, 10 (127). DOI: 10.3390/w10020127.
  • [28] VIDOVIC M.M., MILOVANOVIC B., TRAJKOVIC I.S., MOMIC J.G., TOMIC I., Reduction of trihalomethanes forming potential by adsorption of natural organic matter on ionic exchange resins, Water Res. Prot., 2010, 2 (2), 137–142. DOI: 10.4236/jwarp.2010.22016.
  • [29] CHOWDHURY S., CHAMPAGNE P., MCLELLAN P.J., Models for predicting disinfection by-product (DBP) formation in drinking waters. A chronological review, Sci. Total Environ., 2009, 407 (14), 4189–4206. DOI: 10.1016/j.scitotenv.2009.04.006.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7c11fb12-f07c-474d-8e71-f0b0a6d65d0b
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