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    Use of Bacteria to Recover Coagulant from Water Treatment Residue and Reuse for Turbidity Removal from Water

    Source: Journal of Environmental Engineering:;2023:;Volume ( 149 ):;issue: 007::page 04023033-1
    Author:
    Aniket V. Dahasahastra
    ,
    Karthik Balasundaram
    ,
    M. V. Latkar
    DOI: 10.1061/JOEEDU.EEENG-7241
    Publisher: American Society of Civil Engineers
    Abstract: Aluminum is present in significant concentrations in water treatment residue (WTR), a waste product obtained during turbidity removal in drinking water treatment. This study aimed at exploring the potential for recovery of coagulant from WTR using Acidithiobacillus ferroxidans (ATF) and reusing the recovered coagulant (RC) for turbidity removal from water. The activity of ATF was measured by monitoring the pH and Al recovery (in %, AlR%). The effects of two factors (WTR and sulfur dose) on the activity of ATF were studied using central composite design (CCD) and response surface methodology (RSM). The results indicated that the bacteria activity decreased with an increase in WTR dose. The results also revealed that the sulfur dose does not have a significant effect on the ultimate AlR%; however, it significantly reduced the time required for achieving AlR%. ANOVA analysis indicated that the obtained model and factors were significant. The maximum AlR% around 70.9% was obtained with 10  g/L of WTR dose and 8  g/L of sulfur dose. The RC was reused for the turbidity removal from lake water and synthetic turbid water (STW) and compared with the turbidity removal achieved with 1% (w/v) aluminum sulfate. The doses of RC to bring the turbidity <5 NTU in lake water and STW were found to be 0.75 and 1  mL/L respectively. To obtain similar turbidity level, the dose required with aluminum sulfate was 2.5 and 1.5  mL/L for lake water and STW, respectively. There was no significant change in the pH and sulfate and metal concentrations in the effluent treated with RC. The results obtained indicate that the RC is efficient in turbidity removal. The RC, therefore, has potential to reduce the demand for fresh alum for water treatment purposes and provide an alternative use of a waste material.
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      Use of Bacteria to Recover Coagulant from Water Treatment Residue and Reuse for Turbidity Removal from Water

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    contributor authorAniket V. Dahasahastra
    contributor authorKarthik Balasundaram
    contributor authorM. V. Latkar
    date accessioned2023-08-16T19:21:18Z
    date available2023-08-16T19:21:18Z
    date issued2023/07/01
    identifier otherJOEEDU.EEENG-7241.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293139
    description abstractAluminum is present in significant concentrations in water treatment residue (WTR), a waste product obtained during turbidity removal in drinking water treatment. This study aimed at exploring the potential for recovery of coagulant from WTR using Acidithiobacillus ferroxidans (ATF) and reusing the recovered coagulant (RC) for turbidity removal from water. The activity of ATF was measured by monitoring the pH and Al recovery (in %, AlR%). The effects of two factors (WTR and sulfur dose) on the activity of ATF were studied using central composite design (CCD) and response surface methodology (RSM). The results indicated that the bacteria activity decreased with an increase in WTR dose. The results also revealed that the sulfur dose does not have a significant effect on the ultimate AlR%; however, it significantly reduced the time required for achieving AlR%. ANOVA analysis indicated that the obtained model and factors were significant. The maximum AlR% around 70.9% was obtained with 10  g/L of WTR dose and 8  g/L of sulfur dose. The RC was reused for the turbidity removal from lake water and synthetic turbid water (STW) and compared with the turbidity removal achieved with 1% (w/v) aluminum sulfate. The doses of RC to bring the turbidity <5 NTU in lake water and STW were found to be 0.75 and 1  mL/L respectively. To obtain similar turbidity level, the dose required with aluminum sulfate was 2.5 and 1.5  mL/L for lake water and STW, respectively. There was no significant change in the pH and sulfate and metal concentrations in the effluent treated with RC. The results obtained indicate that the RC is efficient in turbidity removal. The RC, therefore, has potential to reduce the demand for fresh alum for water treatment purposes and provide an alternative use of a waste material.
    publisherAmerican Society of Civil Engineers
    titleUse of Bacteria to Recover Coagulant from Water Treatment Residue and Reuse for Turbidity Removal from Water
    typeJournal Article
    journal volume149
    journal issue7
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/JOEEDU.EEENG-7241
    journal fristpage04023033-1
    journal lastpage04023033-11
    page11
    treeJournal of Environmental Engineering:;2023:;Volume ( 149 ):;issue: 007
    contenttypeFulltext
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