<p> This study evaluated the effectiveness of electrocoagulation in treating fluoride-contaminated groundwater from Gharbar village, Jharkhand, where fluoride concentrations range from 3.76 to 12.9 mg L <sup>− 1</sup> along with other co-existing ions. The order of abundance of anions was sulfate &gt; fluoride &gt; nitrate &gt; potassium &gt; phosphate &gt; chlorine, and for cations, it was magnesium &gt; calcium. Optimal EC conditions were achieved for five groundwater samples (S1 to S5), with fluoride removal efficiencies from 89.58 to 96.40%, attaining the safe threshold of 1 mg L <sup>− 1</sup>. The process utilizes an electric potential of 12&#xa0;V, an electrode gap of 0.5&#xa0;cm, and a treatment time of 3600&#xa0;s, using aluminium electrodes in bipolar mode. An additional adsorption step with activated charcoal (1&#xa0;g 3&#xa0;L <sup>− 1</sup> ) for 1800&#xa0;s enhanced the treated water quality, reducing hardness, alkalinity, and turbidity, achieving fluoride removal rates between 93.45% and 99.82%. To replace laboratory-scale filter paper methods for floc separation, commercial ceramic candle-based filters and carbon gravity filters were employed. Analysis of the sludge via field emission scanning electron microscopy and energy dispersive X-ray analysis confirmed the capture of fluoride and other ions in metal hydroxide flocs. Kinetic analysis indicated that fluoride ion removal followed the first-order kinetic model. The optimized electrocoagulation process demonstrated an electric energy consumption of 3.2 kWh m <sup>− 3</sup>, electrode consumption of 0.2684&#xa0;g L <sup>− 1</sup>, and theoretical H <sub>2</sub> generation of 0.3581&#xa0;L. The operating cost was estimated at 0.5030 US$ m <sup>− 3</sup> for electrocoagulation alone and 0.5185 US$ m <sup>− 3</sup> with adsorption and filtration, highlighting the feasibility and cost-effectiveness of this hybrid approach for fluoride removal from groundwater.</p> Graphical abstract <p></p>

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A comprehensive approach towards efficient removal of fluoride along with co-existing pollutants from real groundwater using electrocoagulation process

  • Daisy Das,
  • Barun Kumar Nandi

摘要

This study evaluated the effectiveness of electrocoagulation in treating fluoride-contaminated groundwater from Gharbar village, Jharkhand, where fluoride concentrations range from 3.76 to 12.9 mg L − 1 along with other co-existing ions. The order of abundance of anions was sulfate > fluoride > nitrate > potassium > phosphate > chlorine, and for cations, it was magnesium > calcium. Optimal EC conditions were achieved for five groundwater samples (S1 to S5), with fluoride removal efficiencies from 89.58 to 96.40%, attaining the safe threshold of 1 mg L − 1. The process utilizes an electric potential of 12 V, an electrode gap of 0.5 cm, and a treatment time of 3600 s, using aluminium electrodes in bipolar mode. An additional adsorption step with activated charcoal (1 g 3 L − 1 ) for 1800 s enhanced the treated water quality, reducing hardness, alkalinity, and turbidity, achieving fluoride removal rates between 93.45% and 99.82%. To replace laboratory-scale filter paper methods for floc separation, commercial ceramic candle-based filters and carbon gravity filters were employed. Analysis of the sludge via field emission scanning electron microscopy and energy dispersive X-ray analysis confirmed the capture of fluoride and other ions in metal hydroxide flocs. Kinetic analysis indicated that fluoride ion removal followed the first-order kinetic model. The optimized electrocoagulation process demonstrated an electric energy consumption of 3.2 kWh m − 3, electrode consumption of 0.2684 g L − 1, and theoretical H 2 generation of 0.3581 L. The operating cost was estimated at 0.5030 US$ m − 3 for electrocoagulation alone and 0.5185 US$ m − 3 with adsorption and filtration, highlighting the feasibility and cost-effectiveness of this hybrid approach for fluoride removal from groundwater.

Graphical abstract