Screening of technologies for limiting the occurrence of disinfection by-products in urban water systems

被引:5
|
作者
Ramirez, Alvaro [1 ]
Munoz-Morales, Martin [1 ]
de la Morena, Alfonso [2 ]
Sanchez, Nieves [2 ]
Penuela, Lucia [2 ]
Sanchez, Ana [2 ]
Llanos, Javier [1 ]
机构
[1] Univ Castilla La Mancha, Fac Ciencias & Tecnol Quim, Chem Engn Dept, Edificio Enrique Costa Novella,Ave Camilo Jose Ce, Ciudad Real 13071, Spain
[2] Gasset Serv Assoc, Ctra Toledo Km 181, Ciudad Real 13005, Spain
关键词
Disinfection by-products; Drinking water; Trihalomethanes; Urban water system; Water purification technologies; NATURAL ORGANIC-MATTER; DRINKING-WATER; CONVENTIONAL OZONATION; BROMATE FORMATION; REMOVAL; COAGULATION; PERFORMANCE; MEMBRANE; LIMITATIONS; ALUMINUM;
D O I
10.1016/j.jwpe.2023.103660
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Providing safe tap water while limiting the occurrence of disinfection by-products (DBPs) is probably one of the most challenging aspects of environmental chemical engineering within the urban water cycle. In the present work, an investigation about this challenge for the real water conditions of a full-scale drinking water treatment plant has been carried out. Five different and well-known technologies (four different aeration procedures, coagulation, hydrogen peroxide dosage, ion exchange and ultrafiltration) were studied in a real surface water matrix from an engineering point of view. A preliminary estimation of operation costs was also included. The study was focused primarily on trihalomethanes (THMs) and bromate, the DBPs currently regulated by the Spanish legislation, under the real treatment conditions of a drinking water treatment plant that distributes water to 100,000 inhabitants from a surface water reservoir. Based on the results, agitation aeration exhibited the greatest performance to remove THMs directly (86.46 % of removal). Ion exchange resin showed the best potential to inhibit their formation by 100 % bromide removal. Moreover, hydrogen peroxide dosage showed outstanding results in tests performed at full-scale for preventing the formation of bromate in the ozonation stage by 60 %. This was also the cheapest technology according to the dosage cost analysis performed, with 0.01 (sic)center dot m(-3). Thus, this investigation about the elimination of DBPs can be used as a reference to select the optimal treatment technology for limiting their occurrence under real working conditions for full-scale drinking water treatment plants.
引用
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页数:10
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