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    Evaluating a Large-Scale Batch Chlorination Method for Household Cistern Water Treatment in the US Virgin Islands

    Source: Journal of Environmental Engineering:;2022:;Volume ( 148 ):;issue: 010::page 04022063
    Author:
    Lee E. Voth-Gaeddert
    ,
    Mandy Lemley
    ,
    Ignacio Willford
    ,
    Kela Brathwaite
    ,
    Douglas Momberg
    ,
    Andrew Schranck
    ,
    Stephen Libbey
    DOI: 10.1061/(ASCE)EE.1943-7870.0002059
    Publisher: ASCE
    Abstract: In the US Virgin Islands (USVI), roof-harvested rainwater is a primary source of domestic water and is collected in large cisterns and pumped throughout the household premise plumbing system. However, previous literature suggests that roof-harvest rainwater is prone to microbial contamination. A common local water treatment practice is direct batch chlorination of this water (>20,000 L). Provided this local habit, Love City Strong (LCS) established a pilot program to evaluate if direct batch chlorination of water in cisterns was effective and economically feasible to produce consistently adequate levels of free chlorine residual (FCR) at the kitchen tap. A trained field team utilized nine actively used cisterns to conduct a series of chlorine dosing trials where the cistern water was dosed, and, subsequently, monitored every three days. Water quality data were collected throughout, and new trials were initiated once FCR values reached ≤0.05  ppm. Evaluation criteria included: (1) the variability in duration between a dosing event and an FCR measurement <0.2  ppm, (2) the variability of achieving a target FCR level of 1.5 ppm, (3) the variability in the first-order chlorine decay rate, and (4) the costs of the method. Results suggested that the variability in duration, achieving a target FCR, and the decay rate were prohibitively high for consistent use of the method. The duration ranged from 3 to 33 days (mean: 11.5; n=34). This large range may have been influenced by the low probability (18%) of achieving an initial target FCR between 1.25 and 1.75 ppm. In addition, the chlorine decay rate ranged from 0.095 to 0.482  d−1 (mean: 0.251  d−1), resulting in an estimated duration ranging between 5 and 22 days. Finally, the first-year cost was $622 ($244 excluding person-time costs), while annual costs thereafter were $567 ($204 excluding person-time costs). Given these data, we do not recommend the use of direct batch chlorination for treating cistern water for microbial contamination in USVI households.
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      Evaluating a Large-Scale Batch Chlorination Method for Household Cistern Water Treatment in the US Virgin Islands

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287584
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    • Journal of Environmental Engineering

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    contributor authorLee E. Voth-Gaeddert
    contributor authorMandy Lemley
    contributor authorIgnacio Willford
    contributor authorKela Brathwaite
    contributor authorDouglas Momberg
    contributor authorAndrew Schranck
    contributor authorStephen Libbey
    date accessioned2022-12-27T20:33:56Z
    date available2022-12-27T20:33:56Z
    date issued2022/10/01
    identifier other(ASCE)EE.1943-7870.0002059.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287584
    description abstractIn the US Virgin Islands (USVI), roof-harvested rainwater is a primary source of domestic water and is collected in large cisterns and pumped throughout the household premise plumbing system. However, previous literature suggests that roof-harvest rainwater is prone to microbial contamination. A common local water treatment practice is direct batch chlorination of this water (>20,000 L). Provided this local habit, Love City Strong (LCS) established a pilot program to evaluate if direct batch chlorination of water in cisterns was effective and economically feasible to produce consistently adequate levels of free chlorine residual (FCR) at the kitchen tap. A trained field team utilized nine actively used cisterns to conduct a series of chlorine dosing trials where the cistern water was dosed, and, subsequently, monitored every three days. Water quality data were collected throughout, and new trials were initiated once FCR values reached ≤0.05  ppm. Evaluation criteria included: (1) the variability in duration between a dosing event and an FCR measurement <0.2  ppm, (2) the variability of achieving a target FCR level of 1.5 ppm, (3) the variability in the first-order chlorine decay rate, and (4) the costs of the method. Results suggested that the variability in duration, achieving a target FCR, and the decay rate were prohibitively high for consistent use of the method. The duration ranged from 3 to 33 days (mean: 11.5; n=34). This large range may have been influenced by the low probability (18%) of achieving an initial target FCR between 1.25 and 1.75 ppm. In addition, the chlorine decay rate ranged from 0.095 to 0.482  d−1 (mean: 0.251  d−1), resulting in an estimated duration ranging between 5 and 22 days. Finally, the first-year cost was $622 ($244 excluding person-time costs), while annual costs thereafter were $567 ($204 excluding person-time costs). Given these data, we do not recommend the use of direct batch chlorination for treating cistern water for microbial contamination in USVI households.
    publisherASCE
    titleEvaluating a Large-Scale Batch Chlorination Method for Household Cistern Water Treatment in the US Virgin Islands
    typeJournal Article
    journal volume148
    journal issue10
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0002059
    journal fristpage04022063
    journal lastpage04022063_6
    page6
    treeJournal of Environmental Engineering:;2022:;Volume ( 148 ):;issue: 010
    contenttypeFulltext
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