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    Optimization of Electrocoagulation for Natural Organic Matter Removal and Its Impact on Disinfection By-Products Formation

    Source: Journal of Environmental Engineering:;2024:;Volume ( 150 ):;issue: 008::page 04024032-1
    Author:
    Bishwatma Biswas
    ,
    Naseeba Parveen
    ,
    Sudha Goel
    DOI: 10.1061/JOEEDU.EEENG-7579
    Publisher: American Society of Civil Engineers
    Abstract: A batch electrocoagulation (EC) process using aluminum electrodes was optimized for the removal of natural organic matter (NOM) and subsequent reduction in total trihalomethane (TTHM) formation potential from synthetic (SynW) and river water (RW) samples. Optimum operating conditions were found to be 45 min of electrolysis time, an initial NOM concentration of 10  mg/L, and an applied voltage of 15 V. Initial NOM concentrations tested were 3, 5, 10, 15, 20, 30, 40, and 50  mg/L and treatment efficiency increased with increasing initial concentration. The kinetic study demonstrated that NOM removal followed second-order kinetics. NOM removal resulted in the reduction of trihalomethanes (THMs) formation in treated water. THM concentrations were measured in untreated and EC-treated water. Bromodichloromethane had the highest removal (92.4%) compared to trichloromethane (89.5%) after 10 min. The TTHM concentration after a 10–30 min treatment was below the US Environmental Protection Agency (USEPA) maximum contaminant level of 80  μg/L. After 60 min, the TTHM concentration in the RW samples was reduced by 77.5%, which was considerably less than the reduction in the SynW samples (89.7%) within 10 min. The lower THMFP removal from RW may be due to interference from natural or anthropogenic constituents. The total amount of sludge generated in experiments was compared with the estimate derived using Faraday’s equation. A current efficiency of 1.4 was obtained, indicating super-faradaic behavior of the EC process at the optimum operating conditions. Fourier-transform infrared spectroscopy (FTIR) and X-ray diffraction (XRD) were used to characterize the generated sludge and entrapment of NOM in aluminum hydroxide [Al(OH)3] flocs as the most likely removal mechanism. At optimum operating conditions, the energy consumption was 2.391  kWh/m2. Thus, EC is an effective method for reducing NOM and THMFP from RW samples.
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      Optimization of Electrocoagulation for Natural Organic Matter Removal and Its Impact on Disinfection By-Products Formation

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    • Journal of Environmental Engineering

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    contributor authorBishwatma Biswas
    contributor authorNaseeba Parveen
    contributor authorSudha Goel
    date accessioned2024-12-24T10:43:42Z
    date available2024-12-24T10:43:42Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJOEEDU.EEENG-7579.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299443
    description abstractA batch electrocoagulation (EC) process using aluminum electrodes was optimized for the removal of natural organic matter (NOM) and subsequent reduction in total trihalomethane (TTHM) formation potential from synthetic (SynW) and river water (RW) samples. Optimum operating conditions were found to be 45 min of electrolysis time, an initial NOM concentration of 10  mg/L, and an applied voltage of 15 V. Initial NOM concentrations tested were 3, 5, 10, 15, 20, 30, 40, and 50  mg/L and treatment efficiency increased with increasing initial concentration. The kinetic study demonstrated that NOM removal followed second-order kinetics. NOM removal resulted in the reduction of trihalomethanes (THMs) formation in treated water. THM concentrations were measured in untreated and EC-treated water. Bromodichloromethane had the highest removal (92.4%) compared to trichloromethane (89.5%) after 10 min. The TTHM concentration after a 10–30 min treatment was below the US Environmental Protection Agency (USEPA) maximum contaminant level of 80  μg/L. After 60 min, the TTHM concentration in the RW samples was reduced by 77.5%, which was considerably less than the reduction in the SynW samples (89.7%) within 10 min. The lower THMFP removal from RW may be due to interference from natural or anthropogenic constituents. The total amount of sludge generated in experiments was compared with the estimate derived using Faraday’s equation. A current efficiency of 1.4 was obtained, indicating super-faradaic behavior of the EC process at the optimum operating conditions. Fourier-transform infrared spectroscopy (FTIR) and X-ray diffraction (XRD) were used to characterize the generated sludge and entrapment of NOM in aluminum hydroxide [Al(OH)3] flocs as the most likely removal mechanism. At optimum operating conditions, the energy consumption was 2.391  kWh/m2. Thus, EC is an effective method for reducing NOM and THMFP from RW samples.
    publisherAmerican Society of Civil Engineers
    titleOptimization of Electrocoagulation for Natural Organic Matter Removal and Its Impact on Disinfection By-Products Formation
    typeJournal Article
    journal volume150
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/JOEEDU.EEENG-7579
    journal fristpage04024032-1
    journal lastpage04024032-13
    page13
    treeJournal of Environmental Engineering:;2024:;Volume ( 150 ):;issue: 008
    contenttypeFulltext
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