Analysis of disinfectant decay in a water supply system based on mathematical model

被引:14
作者
Zimoch, Izabela [1 ]
Bartkiewicz, Ewelina [1 ]
机构
[1] Silesian Tech Univ, Inst Water & Wastewater Engn, Konarskiego 18, PL-44100 Gliwice, Poland
关键词
Water distribution network; Free chlorine residual; Chlorine decay; Model simulation; EPANET; CHLORINE DECAY; DRINKING-WATER; CALIBRATION; PREDICTION;
D O I
10.5004/dwt.2018.23036
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The purpose of the water supply system (WSS) is to provide best quality water to consumers. Water composition changes throughout whole WSS, including water production subsystem and water distribution subsystem (WDS) and is caused by variety of factors, that is, quality of raw water, efficiency of treatment method, and quality of the treated water feeding the pipe network. Additionally, water quality in the WDS depends on the following factors: way of storage and transport and technical condition of pipeline and domestic water installations. To ensure good microbiological water quality at every point of the system, water has to be disinfected. Changes in tap water quality should be monitored to undertake an effective precaution to minimize a risk of secondary microbial water contamination. However it is not possible to perform a continuous control of tap water parameters at WDS due to the size and structure of the water pipe network. For this reason, it is necessary to use mathematical models to simulate changes to quality parameters of water in WDS. In this work, three simulations of chlorine decay in the WDS were carried out. Collected data on chlorine decay were used in a special analysis to define areas of risk for secondary water contamination. Simulations were carried out using EPANET for Silesian region WSS.
引用
收藏
页码:272 / 280
页数:9
相关论文
共 32 条
  • [1] Chlorine decay in drinking-water transmission and distribution systems: Pipe service age effect
    Al-Jasser, A. O.
    [J]. WATER RESEARCH, 2007, 41 (02) : 387 - 396
  • [2] American Water Works Association, 2012, COMP MOD WAT DISTR S, P147
  • [3] American Water Works Association Water Chlorination, 2006, WAT CHLOR CHLOR PRAC, P1
  • [4] Chlorine dioxide bulk decay prediction in desalinated drinking water
    Ammar, T. A.
    Abid, K. Y.
    El-Bindary, A. A.
    El-Sonbati, A. Z.
    [J]. DESALINATION, 2014, 352 : 45 - 51
  • [5] [Anonymous], 2008, ANN EP REP COMM DIS, P103
  • [6] Microbial contamination of drinking water and disease outcomes in developing regions
    Ashbolt, NJ
    [J]. TOXICOLOGY, 2004, 198 (1-3) : 229 - 238
  • [7] Bartels C., 2014, ANN EPIDEMIOLOGICAL, P6
  • [8] Baruaand D., 1992, CHOLERA
  • [9] Binnie Ch., 2013, BASIC WATER TREATMEN, P197
  • [10] Comparison of the disinfection by-product formation potential of treated waters exposed to chlorine and monochloramine
    Bougeard, Cynthia M. M.
    Goslan, Emma H.
    Jefferson, Bruce
    Parsons, Simon A.
    [J]. WATER RESEARCH, 2010, 44 (03) : 729 - 740