4.6 Article

Efficiency of Arsenic and Iron Removal Plants (AIRPs) for Groundwater Treatment in Rural Areas of Southwest Bangladesh

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WATER
卷 13, 期 3, 页码 -

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MDPI
DOI: 10.3390/w13030354

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arsenic; iron; groundwater; low-cost technology; water treatment

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The efficiency of 20 arsenic and iron removal plants in rural Bangladesh was evaluated, with arsenic removal ranging from 67% to 98% and iron removal being evident in more than 80% of the samples. Although significant arsenic removal was achieved, the cancer risk assessment showed levels above the threshold limits, indicating the need for further reductions in arsenic concentrations in treated water. Suggestions for improvement include changes in design, regular cleaning, and monitoring. Further research is needed to determine the effectiveness of these modifications in improving plant performance.
Arsenic (As) removal plants were installed in As-endemic areas of Bangladesh to remove As from well water. In many cases, these removal plants did not perform satisfactorily. This study evaluated the efficiency of 20 As and iron (Fe) removal plants (AIRPs) during pre- and post-monsoon conditions in rural Bangladesh. Results revealed that As removal efficiencies ranged from 67% to 98% and 74 to 93% during the pre- and post-monsoons periods, respectively. In the post-monsoon season As removal at individual AIRP sites was on average (4.01%) greater than in the pre-monsoon season. However, two removal plants were unable to remove As below 50 mu g L-1 (Bangladesh drinking water standard) during pre-monsoon, while 11 samples out of 20 were unable to remove As below the WHO provisional guideline value of 10 mu g L-1. During post-monsoon, none of the samples exceeded 50 mu g L-1, but eight of them exceeded 10 mu g L-1. The Fe removal efficiencies of AIRPs were evident in more than 80% samples. Although As removal efficiency was found to be substantial, a cancer risk assessment indicates that hazard quotient (HQ) and carcinogenic risk (CR) of As in treated water for adults and children are above the threshold limits. Thus, additional reductions of As concentrations in treated water are needed to further reduce the excess cancer risk due to As in drinking water. Since 55% and 40% of the AIRPs were unable to remove As < 10 mu g L-1 during pre-monsoon and post-monsoon, further improvement including changes in AIRP design, regular cleaning of sludge, and periodic monitoring of water quality are suggested. Future research is needed to determine whether these modifications improve the performance of AIRPs.

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