Chlorate formation in water distribution systems: a modeling study

被引:7
|
作者
Boano, Fulvio [1 ]
Fiore, Silvia [1 ]
Revelli, Roberto [1 ]
机构
[1] Politech Univ Turin, Dept Environm Land & Infrastruct Engn DIATI, Turin, Italy
关键词
chlorate; disinfection by-products; drinking water; water distribution network; DISINFECTION BY-PRODUCTS; DRINKING-WATER; CHLORINE DIOXIDE; RELIABILITY; CONSUMPTION; NETWORK; ION;
D O I
10.2166/hydro.2015.079
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Chlorine-based disinfection agents are known to favor the production of disinfection by-products (DBPs), whose concentrations are restricted by international guidelines to ensure a safe consumption of drinking water. Hence, it is important to understand the behavior of DBPs within water distribution networks (WDNs) to avoid users' exposure to concentrations higher than guideline values. The buildup in chlorate concentration resulting from chlorinated disinfectants is here simulated with the EPANET 2.0 software for one benchmark WDN serving about 130,000 inhabitants. Chlorate generation was accounted by means of an empirical model, considering different boundary conditions (physicochemical features of raw water, disinfectant dose). The gathered results indicate that increases in chlorate concentration within the considered WDN are narrow. Chlorate neoformation in the WDN is, however, strictly related to the initial amount of chlorate released by the water treatment plant, i.e., to the input value in the WDN. If chlorate concentration in treatment plants is kept below 700 mu g/L (i.e., World Health Organization guideline), depending on the mixing conditions in tanks, the simulation results referred to the considered WDN show that the DBP buildup within the network is limited (in any case lower than 5-7% of the threshold value).
引用
收藏
页码:115 / 125
页数:11
相关论文
共 50 条
  • [21] Modeling and optimizing hydraulic transients in water distribution systems
    Skulovich, O.
    Perelman, L.
    Ostfeld, A.
    12TH INTERNATIONAL CONFERENCE ON COMPUTING AND CONTROL FOR THE WATER INDUSTRY, CCWI2013, 2014, 70 : 1558 - 1565
  • [22] WATER-QUALITY MODELING IN DISTRIBUTION-SYSTEMS
    CLARK, RM
    JOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-ENVIRONMENTAL SCIENCE AND ENGINEERING & TOXIC AND HAZARDOUS SUBSTANCE CONTROL, 1992, A27 (05): : 1329 - 1366
  • [23] Hydrodynamic modeling of the intrusion phenomenon in water distribution systems
    Amparo Lopez-Jimenez, Petra
    de Jesus Mora-Rodriguez, Jose
    Perez-Garcia, Rafael
    Javier Martinez-Solano, F.
    INGENIERIA HIDRAULICA EN MEXICO, 2008, 23 (04): : 103 - 110
  • [24] MODELING WATER-QUALITY IN DISTRIBUTION-SYSTEMS
    MALES, RM
    GRAYMAN, WM
    CLARK, RM
    JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1988, 114 (02): : 197 - 209
  • [25] Theoretical Modeling of Pressure and Leakage in Water Distribution Systems
    van Zyl, J. E.
    16TH WATER DISTRIBUTION SYSTEM ANALYSIS CONFERENCE (WDSA2014): URBAN WATER HYDROINFORMATICS AND STRATEGIC PLANNING, 2014, 89 : 273 - 277
  • [26] Chlorine Decay and Chlorate Formation in Two Water Treatment Facilities
    Breytus, Anna
    Kruzic, Andrew P.
    Prabakar, Srinivas
    JOURNAL AMERICAN WATER WORKS ASSOCIATION, 2017, 109 (04): : E110 - E120
  • [27] EVALUATION OF CHLORITE AND CHLORATE PROPAGATION IN A DRINKING WATER DISTRIBUTION SYSTEM
    Sorlini, S.
    Biasibetti, M.
    DISINFECTION BY-PRODUCTS IN DRINKING WATER, 2016, 352 : 113 - 120
  • [28] Formation and distribution of disinfection by-products in drinking water distribution systems
    Tang, Zhijian
    Xie, Yuefeng F.
    ABSTRACTS OF PAPERS OF THE AMERICAN CHEMICAL SOCIETY, 2007, 233 : 528 - 528
  • [29] Modeling Formation and Removal of Limescale in Water Treatment Systems
    Tarasov, N., I
    Kudryashova, T. A.
    Polyakov, S., V
    DOKLADY MATHEMATICS, 2022, 106 (01) : 279 - 285
  • [30] Modeling Formation and Removal of Limescale in Water Treatment Systems
    N. I. Tarasov
    T. A. Kudryashova
    S. V. Polyakov
    Doklady Mathematics, 2022, 106 : 279 - 285