TY - JOUR
T1 - Pilot-scale drinking water treatment plant
T2 - Effects of disinfection alternatives and filtration systems
AU - Gad-Allah, Tarek A.
AU - Badawy, Mohamed I.
AU - Abdel-Aty, Azza M.
AU - Ali, Rizka K.
AU - Saleh, Hazem
AU - Yoon, Yeomin
AU - Ali, Mohamed E.M.
N1 - Publisher Copyright:
© 2017 Desalination Publications. All rights reserved.
PY - 2017/8
Y1 - 2017/8
N2 - A pilot-scale drinking water treatment plant was designed and manufactured to control disinfection by-product (DBP) levels through better removal of natural organic matter (NOM) and the application of disinfectant alternatives that produce lower DBPs levels. The designed pilot plant consists of several stages including disinfection (by chlorine, chlorine dioxide, or ozone), coagulation–flocculation (using alum or alum + cationic polymer), and a sedimentation and gravity filtration system, such as sand or granular activated carbon (GAC). The efficiency of the designed plant was evaluated according to the water quality produced in terms of turbidity, pH, alkalinity, total organic carbon, and ultraviolet absorption at 254 nm (UV254), phytoplankton, and DBP levels. Improved reductions of turbidity, algae, and NOM, and consequently lower DBP levels, could be obtained. The lowest DBPs levels were obtained through the treatment sequence: ClO2/modified coagulation/GAC, due to the combination of the high oxidation powers of ClO2 with the high adsorption capacity of GAC.
AB - A pilot-scale drinking water treatment plant was designed and manufactured to control disinfection by-product (DBP) levels through better removal of natural organic matter (NOM) and the application of disinfectant alternatives that produce lower DBPs levels. The designed pilot plant consists of several stages including disinfection (by chlorine, chlorine dioxide, or ozone), coagulation–flocculation (using alum or alum + cationic polymer), and a sedimentation and gravity filtration system, such as sand or granular activated carbon (GAC). The efficiency of the designed plant was evaluated according to the water quality produced in terms of turbidity, pH, alkalinity, total organic carbon, and ultraviolet absorption at 254 nm (UV254), phytoplankton, and DBP levels. Improved reductions of turbidity, algae, and NOM, and consequently lower DBP levels, could be obtained. The lowest DBPs levels were obtained through the treatment sequence: ClO2/modified coagulation/GAC, due to the combination of the high oxidation powers of ClO2 with the high adsorption capacity of GAC.
KW - Chlorine dioxide
KW - Disinfection
KW - Granular activated carbon
KW - NOM removal
KW - Ozonation
UR - http://www.scopus.com/inward/record.url?scp=85031291568&partnerID=8YFLogxK
U2 - 10.5004/dwt.2017.21250
DO - 10.5004/dwt.2017.21250
M3 - Article
AN - SCOPUS:85031291568
SN - 1944-3994
VL - 85
SP - 16
EP - 24
JO - Desalination and Water Treatment
JF - Desalination and Water Treatment
ER -