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    Design and Evaluation of a Household Chlorination System for Treating Cistern Water in the US Virgin Islands

    Source: Journal of Environmental Engineering:;2022:;Volume ( 148 ):;issue: 011::page 06022002
    Author:
    Lee E. Voth-Gaeddert
    ,
    Mandy Lemley
    ,
    Kela Brathwaite
    ,
    Andrew Schranck
    ,
    Stephen Libbey
    DOI: 10.1061/(ASCE)EE.1943-7870.0002063
    Publisher: ASCE
    Abstract: In the US Virgin Islands, >90% of households have rain catchment systems that utilize large cisterns; however, these systems are at high risk of microbial contamination. Available water treatment technologies provide varying levels of protection from microbial contamination and can be expensive. Therefore, we evaluated a low-cost water treatment train that included a passive chlorinator, carbon filter, and membrane filter to provide whole-house treatment for microbial contamination in a mock, pressurized, intermittent-use water system. Two types of locally available passive pool chlorinators were modified and tested for free chlorine residual (FCR) levels across a set of different water use scenarios. Additionally, tracer dye tests were conducted to evaluate chlorine contact time in the system, a carbon filter was evaluated for chlorine removal efficiencies, and a 1-micron nominal filter was evaluated for its effect on system pressure and microbial removal efficiencies. Results suggested the modified passive chlorinators provided relatively consistent chlorine dosing (offline: standard deviation range 0.54 to 0.79 ppm FCR, 3 trials, n=43; inline: standard deviation 0.53 ppm FCR, 1 trial, n=16) and tracer dye tests identified a minimum contact time for high flow rates (18.9 LPM, 5 GPM) of >45  s. The carbon filter reduced FCR levels from as high as 18.5 ppm to <0.13  ppm (n=9), while the 1-micron nominal filter had negligible effects on system pressure and provided 0.7  log 10  MPN/100  mL removal of total coliforms (n=9). The data suggest that passive chlorination can potentially be a low-cost option for whole-house water treatment for microbial contamination, but further research is needed to demonstrate system stability in a wider range of use cases over a longer period of time along with simplified practitioner protocols for field use.
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      Design and Evaluation of a Household Chlorination System for Treating Cistern Water in the US Virgin Islands

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287586
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    • Journal of Environmental Engineering

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    contributor authorLee E. Voth-Gaeddert
    contributor authorMandy Lemley
    contributor authorKela Brathwaite
    contributor authorAndrew Schranck
    contributor authorStephen Libbey
    date accessioned2022-12-27T20:33:59Z
    date available2022-12-27T20:33:59Z
    date issued2022/11/01
    identifier other(ASCE)EE.1943-7870.0002063.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287586
    description abstractIn the US Virgin Islands, >90% of households have rain catchment systems that utilize large cisterns; however, these systems are at high risk of microbial contamination. Available water treatment technologies provide varying levels of protection from microbial contamination and can be expensive. Therefore, we evaluated a low-cost water treatment train that included a passive chlorinator, carbon filter, and membrane filter to provide whole-house treatment for microbial contamination in a mock, pressurized, intermittent-use water system. Two types of locally available passive pool chlorinators were modified and tested for free chlorine residual (FCR) levels across a set of different water use scenarios. Additionally, tracer dye tests were conducted to evaluate chlorine contact time in the system, a carbon filter was evaluated for chlorine removal efficiencies, and a 1-micron nominal filter was evaluated for its effect on system pressure and microbial removal efficiencies. Results suggested the modified passive chlorinators provided relatively consistent chlorine dosing (offline: standard deviation range 0.54 to 0.79 ppm FCR, 3 trials, n=43; inline: standard deviation 0.53 ppm FCR, 1 trial, n=16) and tracer dye tests identified a minimum contact time for high flow rates (18.9 LPM, 5 GPM) of >45  s. The carbon filter reduced FCR levels from as high as 18.5 ppm to <0.13  ppm (n=9), while the 1-micron nominal filter had negligible effects on system pressure and provided 0.7  log 10  MPN/100  mL removal of total coliforms (n=9). The data suggest that passive chlorination can potentially be a low-cost option for whole-house water treatment for microbial contamination, but further research is needed to demonstrate system stability in a wider range of use cases over a longer period of time along with simplified practitioner protocols for field use.
    publisherASCE
    titleDesign and Evaluation of a Household Chlorination System for Treating Cistern Water in the US Virgin Islands
    typeJournal Article
    journal volume148
    journal issue11
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0002063
    journal fristpage06022002
    journal lastpage06022002_4
    page4
    treeJournal of Environmental Engineering:;2022:;Volume ( 148 ):;issue: 011
    contenttypeFulltext
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