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Tytuł artykułu

Enhancement of the free residual chlorine concentration at the ends of the water supply network: Case study of Souk Ahras city – Algeria

Treść / Zawartość
Identyfikatory
Warianty tytułu
PL
Zwiększanie stężenia wolnego chloru na końcach sieci wodociągowej: Przykład miasta Souk Ahras w Algierii
Języki publikacji
EN
Abstrakty
EN
The drinking-water supply sector has mostly targeted the water-borne transmission of pathogens. The most common method employed is the chlorination of drinking-water at treatment plants and in the distribution systems. In Algeria, the use of chlorine in drinking water treatment is a widespread practice. To enhance the concentration of the residual chlorine in the public water-supply system of a part of Souk Ahras city (Faubourg) (Algeria) known by its low concentration of the free residual chlorine (according to the water utility – Algérienne des Eaux: ADE investigation) especially at the point of use, practical steps were carried out. The method is a combination between numerical simulation using EPANET2 software and field measurements. Using statistical analysis the hydraulic model was calibrated and the observed values were very closer to the simulated results. The concentration was improved throughout the network after the injection of the appropriate dose.
PL
Instytucje zaopatrzenia w wodę pitną zwracają szczególną uwagę na obecne w wodzie patogeny. Najczęściej stosowaną metodą usuwania patogenów jest chlorowanie wody w stacjach uzdatniania i w systemie dystrybucji. W Algierii użycie chloru do uzdatniania wody jest powszechnie stosowaną praktyką. Podjęto praktyczne działania, aby zwiększyć stężenie pozostałego chloru w systemie publicznego zaopatrzenia w wodę części miasta Souk Ahras (Faubourg) w Algierii znanym z małego stężenia wolnego chloru (wg badań Algérienne des Eaux: ADE), szczególnie w miejscu odbioru wody. Zastosowana metoda jest kombinacją symulacji za pomocą programu EPANET2 i pomiarów terenowych. Model hydrauliczny był kalibrowany z wykorzystaniem analizy statystycznej, a obserwowane wartości były bardzo bliskie wynikom symulacji. Korzystniejsze stężenie chloru w całej sieci uzyskano po wprowadzeniu odpowiedniej jego dawki.
Wydawca
Rocznik
Tom
Strony
3--9
Opis fizyczny
Bibliogr. 43 poz., rys., tab.
Twórcy
  • Badji Mokhtar Annaba University, Faculty of Science Engineering, Department of Hydraulic, Annaba, Algeria
  • University of Souk Ahras, Laboratory of Sciences and Technical in Water and Environment, 41000 Souk Ahras, Algeria
autor
  • University of Souk Ahras, Laboratory of Sciences and Technical in Water and Environment, 41000 Souk Ahras, Algeria
autor
  • Badji Mokhtar Annaba University, Faculty of Science Engineering, Department of Hydraulic, Annaba, Algeria
autor
  • University of Souk Ahras, Laboratory of Sciences and Technical in Water and Environment, 41000 Souk Ahras, Algeria
autor
  • University of Souk Ahras, Faculty of Sciences and Technology, Department of Civil Engineering, Souk Ahras, Algeria
Bibliografia
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  • MONTEIRO L., FIGUEIREDO D., DIAS S., FREITAS R., COVAS D., MENAIA J., COELHO S.T. 2014. Modeling of chlorine decay in drinking water supply systems using EPANET MSX. Procedia Engineering. Vol. 70 p. 1192–1200.
  • NAGATANI T., YASUHARA K., MURATA K., TAKEDA M., NAKAMURA T., FUCHIGAMI T. 2008. Residual chlorine decay simulation in water distribution system. The 7th International Symposium on Water Supply Technology. Yokohama, Japan. 22–24.11.2008 p. 1–11.
  • NAGWAN G.M., MINERVA E.M., HISHAM A.H. 2013. Simulation of chlorine decay in water distribution networks using EPANET – Case study. Civil and Environmental Research. Vol. 3. No. 13 p, 100–116.
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  • ROSSMAN L.A. 2000. EPANET2 Users Manual. EPA-600/R-00/057. Cincinnati, USA. USEPA National Risk Management Research Laboratory.
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  • VIEIRA P., COELHO S.T., LOUREIRO D. 2004. Accounting for the influence of initial chlorine concentration, TOC, iron and temperature when modeling chlorine decay in water supply. Journal of Water Supply: Research and Technology-AQUA. Vol. 53. No. 7 p. 453–467.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ecd57592-08ad-4ff4-a295-a29640c928ce
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