Pub Date : 2025-08-21DOI: 10.1021/acsestwater.5c00629
Duofei Hu, Zhen Wu, Jintao Huang and Guangming Zhang*,
Microplastics (MPs) pollution has become an urgent global environmental issue due to its widespread distribution and persistence in aquatic ecosystems. Although there is growing interest in remediation technologies, effective methods for microplastic (MP) removal remain limited. In this study, we report for the first time the application of bath-type ultrasonication for MP remediation, representing a novel and chemical-free approach in this field. Results demonstrated that ultrasonic treatment effectively removed MPs from water within 5 s, with removal efficiency positively correlated with particle concentration and strongly influenced by material density─achieving over 90% removal for high-density polyvinyl chloride (PVC), while only ∼13% for low-density polyethylene (PE). Interestingly, under the tested power level of 500 W, the removal efficiency was largely independent of treatment duration, and no significant difference was observed between 200 and 500 W. The removal mechanism was attributed to ultrasound-induced particle motion that facilitated agglomeration and subsequent sedimentation. This pioneering work fills a critical knowledge gap in the ultrasonic remediation of MPs pollution and introduces a new physical treatment method for addressing this pressing environmental challenge.
{"title":"A Novel Application of Ultrasound for Removal of Aqueous Microplastics","authors":"Duofei Hu, Zhen Wu, Jintao Huang and Guangming Zhang*, ","doi":"10.1021/acsestwater.5c00629","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00629","url":null,"abstract":"<p >Microplastics (MPs) pollution has become an urgent global environmental issue due to its widespread distribution and persistence in aquatic ecosystems. Although there is growing interest in remediation technologies, effective methods for microplastic (MP) removal remain limited. In this study, we report for the first time the application of bath-type ultrasonication for MP remediation, representing a novel and chemical-free approach in this field. Results demonstrated that ultrasonic treatment effectively removed MPs from water within 5 s, with removal efficiency positively correlated with particle concentration and strongly influenced by material density─achieving over 90% removal for high-density polyvinyl chloride (PVC), while only ∼13% for low-density polyethylene (PE). Interestingly, under the tested power level of 500 W, the removal efficiency was largely independent of treatment duration, and no significant difference was observed between 200 and 500 W. The removal mechanism was attributed to ultrasound-induced particle motion that facilitated agglomeration and subsequent sedimentation. This pioneering work fills a critical knowledge gap in the ultrasonic remediation of MPs pollution and introduces a new physical treatment method for addressing this pressing environmental challenge.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5614–5622"},"PeriodicalIF":4.3,"publicationDate":"2025-08-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036382","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-08-21DOI: 10.1021/acsestwater.5c00260
Veronika Folvarska, Maya Adelgren, Emily Lou LaMartina, Ryan J. Newton, Yin Wang and Patrick J. McNamara*,
Antibiotic resistance is a growing threat to public health, and environmental factors, including metals in drinking water distribution systems, are increasingly recognized as contributors to the spread of antibiotic resistant bacteria (ARB) and antibiotic resistance genes (ARGs). Zinc orthophosphate, a common corrosion inhibitor, and copper corrosion products (CuO and Cu2O) are frequently present in drinking water systems. While each has been shown to increase ARB and ARGs individually, their combined effects remain unknown. The objective of this study was to evaluate the combined impact of copper corrosion products and the corrosion inhibitor zinc orthophosphate on antibiotic resistance. Two sets of lab-scale microcosms were used, in which CuO and Cu2O were added with and without zinc orthophosphate, and impacts on ARB abundance, ARG abundance, and microbial community structure were assessed. Overall, the combined addition of copper corrosion products and corrosion inhibitor increased ARB and ARGs, coinciding with changes to the microbial community’s β-diversity. In most cases, the coaddition of the corrosion product with the corrosion inhibitor resulted in greater changes in antibiotic resistance abundance than the addition of the corrosion product alone. This research improves our understanding of how the coexistence of metal corrosion products and corrosion inhibitors in drinking water pipes can impact antibiotic resistance.
The coexposure of copper corrosion products and zinc orthophosphate, common in drinking water systems, increases antibiotic-resistant bacteria and antibiotic-resistant genes and alters microbial communities.
{"title":"Separating the Impacts of a Corrosion Inhibitor from Copper Corrosion Products on Antibiotic Resistance in Drinking Water","authors":"Veronika Folvarska, Maya Adelgren, Emily Lou LaMartina, Ryan J. Newton, Yin Wang and Patrick J. McNamara*, ","doi":"10.1021/acsestwater.5c00260","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00260","url":null,"abstract":"<p >Antibiotic resistance is a growing threat to public health, and environmental factors, including metals in drinking water distribution systems, are increasingly recognized as contributors to the spread of antibiotic resistant bacteria (ARB) and antibiotic resistance genes (ARGs). Zinc orthophosphate, a common corrosion inhibitor, and copper corrosion products (CuO and Cu<sub>2</sub>O) are frequently present in drinking water systems. While each has been shown to increase ARB and ARGs individually, their combined effects remain unknown. The objective of this study was to evaluate the combined impact of copper corrosion products and the corrosion inhibitor zinc orthophosphate on antibiotic resistance. Two sets of lab-scale microcosms were used, in which CuO and Cu<sub>2</sub>O were added with and without zinc orthophosphate, and impacts on ARB abundance, ARG abundance, and microbial community structure were assessed. Overall, the combined addition of copper corrosion products and corrosion inhibitor increased ARB and ARGs, coinciding with changes to the microbial community’s β-diversity. In most cases, the coaddition of the corrosion product with the corrosion inhibitor resulted in greater changes in antibiotic resistance abundance than the addition of the corrosion product alone. This research improves our understanding of how the coexistence of metal corrosion products and corrosion inhibitors in drinking water pipes can impact antibiotic resistance.</p><p >The coexposure of copper corrosion products and zinc orthophosphate, common in drinking water systems, increases antibiotic-resistant bacteria and antibiotic-resistant genes and alters microbial communities.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5122–5133"},"PeriodicalIF":4.3,"publicationDate":"2025-08-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://pubs.acs.org/doi/pdf/10.1021/acsestwater.5c00260","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036282","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-08-20DOI: 10.1021/acsestwater.5c00285
Mwanarusi H. Mwatondo, Mwale Chiyenge, Alma Y. Rocha and Andrea I. Silverman*,
Most data on laboratory-scale experiments evaluating E. coli and enterococci disinfection are from experiments conducted using laboratory-cultured bacteria. However, environmental bacteria, such as those in wastewater, have potential to be more resistant to disinfection than their laboratory-cultured counterparts. Additionally, most Enterococcus disinfection studies have only evaluated E. faecalis despite the diversity of Enterococcus species in the environment. In this study, we evaluated inactivation kinetics of wastewater-sourced E. coli and enterococci, laboratory-cultured E. coli, and three species of laboratory-cultured Enterococcus with exposure to free chlorine, monochloramine, UVC, and simulated sunlight. All bacteria were purified and suspended in a chlorine-demand-free buffer with minimal light attenuation to allow comparison between populations without confounding matrix effects. Laboratory-cultured bacteria were more susceptible to the oxidants than the wastewater-sourced bacteria, highlighting that research using reference-strain bacteria in the laboratory may not reflect inactivation kinetics in the environment. When exposed to the light-based disinfectants, only laboratory-cultured E. coli and E. faecalis were more susceptible than the wastewater-sourced bacteria. Notably, different laboratory-cultured Enterococcus species had different inactivation rates, with E. faecalis being the most susceptible. These findings highlight the importance of incorporating indigenous environmental bacteria in laboratory studies and assessing a variety of Enterococcus species in disinfection research.
Environmental bacteria in wastewater can have slower disinfection kinetics than bacteria grown in the laboratory and should be included in laboratory-based experiments evaluating the mechanisms and kinetics of disinfection.
{"title":"Comparison of the Disinfection Kinetics of Wastewater-Sourced and Laboratory-Cultured E. coli and Enterococcus spp. (E. faecalis, E. faecium, E. casseliflavus) with Exposure to Free Chlorine, Monochloramine, UVC, and Simulated Sunlight","authors":"Mwanarusi H. Mwatondo, Mwale Chiyenge, Alma Y. Rocha and Andrea I. Silverman*, ","doi":"10.1021/acsestwater.5c00285","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00285","url":null,"abstract":"<p >Most data on laboratory-scale experiments evaluating <i>E. coli</i> and enterococci disinfection are from experiments conducted using laboratory-cultured bacteria. However, environmental bacteria, such as those in wastewater, have potential to be more resistant to disinfection than their laboratory-cultured counterparts. Additionally, most <i>Enterococcus</i> disinfection studies have only evaluated <i>E. faecalis</i> despite the diversity of <i>Enterococcus</i> species in the environment. In this study, we evaluated inactivation kinetics of wastewater-sourced <i>E. coli</i> and enterococci, laboratory-cultured <i>E. coli</i>, and three species of laboratory-cultured <i>Enterococcus</i> with exposure to free chlorine, monochloramine, UVC, and simulated sunlight. All bacteria were purified and suspended in a chlorine-demand-free buffer with minimal light attenuation to allow comparison between populations without confounding matrix effects. Laboratory-cultured bacteria were more susceptible to the oxidants than the wastewater-sourced bacteria, highlighting that research using reference-strain bacteria in the laboratory may not reflect inactivation kinetics in the environment. When exposed to the light-based disinfectants, only laboratory-cultured <i>E. coli</i> and <i>E. faecalis</i> were more susceptible than the wastewater-sourced bacteria. Notably, different laboratory-cultured <i>Enterococcus</i> species had different inactivation rates, with <i>E. faecalis</i> being the most susceptible. These findings highlight the importance of incorporating indigenous environmental bacteria in laboratory studies and assessing a variety of <i>Enterococcus</i> species in disinfection research.</p><p >Environmental bacteria in wastewater can have slower disinfection kinetics than bacteria grown in the laboratory and should be included in laboratory-based experiments evaluating the mechanisms and kinetics of disinfection.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5695–5706"},"PeriodicalIF":4.3,"publicationDate":"2025-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://pubs.acs.org/doi/pdf/10.1021/acsestwater.5c00285","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036240","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-08-19DOI: 10.1021/acsestwater.4c01265
Harsh V. Patel, Md Redowan Rashid, Md Ashik Ahmed, Lifeng Zhang, Brian Brazil, Wenzheng Yu, Hans W. Paerl* and Renzun Zhao*,
Landfill leachate is a major source of refractory dissolved organic nitrogen (rDON), which can exacerbate eutrophication and harmful algal blooms in downstream aquatic ecosystems. This study evaluates the effectiveness of two advanced physicochemical treatments─Fenton oxidation and granular activated carbon (GAC) adsorption─for rDON removal from biologically treated landfill leachate blended with sewage, and their impacts on the estuarine algal (phytoplankton) community with in situ algal bioassays. Fenton oxidation achieved 52%–60% rDON removal by converting rDON into ammonium nitrogen (NH4+-N), enhancing its biodegradability and suitability for subsequent biological treatments. In contrast, GAC adsorption achieved higher removal efficiencies (86%–92%) by physically adsorbing nitrogenous species, including rDON and NH4+-N, without altering their chemical structure. We deployed in situ algal bioassays to analyze the impacts of advanced wastewater treatment processes on the algal growth dynamics. Bioassays revealed distinct effects on algal growth: Fenton treatment temporarily increased algal biomass due to elevated NH4+-N levels, while GAC treatment mitigated nutrient availability, inhibiting algal proliferation. While GAC was more effective overall, its regeneration requirements and associated costs pose applicability challenges. Fenton treatment is best suited as a pretreatment step to enhance rDON biodegradability.
This study evaluated two advanced treatment technologies for refractory dissolved organic nitrogen and analyzed their impacts on algal (phytoplankton) growth dynamics with the application of an in situ algal bioassay.
{"title":"Advanced Treatment of Landfill Leachate Induced Dissolved Organic Nitrogen (DON) and Its Influence on the Estuarine Algal Community","authors":"Harsh V. Patel, Md Redowan Rashid, Md Ashik Ahmed, Lifeng Zhang, Brian Brazil, Wenzheng Yu, Hans W. Paerl* and Renzun Zhao*, ","doi":"10.1021/acsestwater.4c01265","DOIUrl":"https://doi.org/10.1021/acsestwater.4c01265","url":null,"abstract":"<p >Landfill leachate is a major source of refractory dissolved organic nitrogen (rDON), which can exacerbate eutrophication and harmful algal blooms in downstream aquatic ecosystems. This study evaluates the effectiveness of two advanced physicochemical treatments─Fenton oxidation and granular activated carbon (GAC) adsorption─for rDON removal from biologically treated landfill leachate blended with sewage, and their impacts on the estuarine algal (phytoplankton) community with <i>in situ</i> algal bioassays. Fenton oxidation achieved 52%–60% rDON removal by converting rDON into ammonium nitrogen (NH<sub>4</sub><sup>+</sup>-N), enhancing its biodegradability and suitability for subsequent biological treatments. In contrast, GAC adsorption achieved higher removal efficiencies (86%–92%) by physically adsorbing nitrogenous species, including rDON and NH<sub>4</sub><sup>+</sup>-N, without altering their chemical structure. We deployed <i>in situ</i> algal bioassays to analyze the impacts of advanced wastewater treatment processes on the algal growth dynamics. Bioassays revealed distinct effects on algal growth: Fenton treatment temporarily increased algal biomass due to elevated NH<sub>4</sub><sup>+</sup>-N levels, while GAC treatment mitigated nutrient availability, inhibiting algal proliferation. While GAC was more effective overall, its regeneration requirements and associated costs pose applicability challenges. Fenton treatment is best suited as a pretreatment step to enhance rDON biodegradability.</p><p >This study evaluated two advanced treatment technologies for refractory dissolved organic nitrogen and analyzed their impacts on algal (phytoplankton) growth dynamics with the application of an <i>in situ</i> algal bioassay.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5025–5036"},"PeriodicalIF":4.3,"publicationDate":"2025-08-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://pubs.acs.org/doi/pdf/10.1021/acsestwater.4c01265","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036451","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Thallium (Tl) is a toxic element typically enriched in sulfide minerals and ferromanganese oxides, and its immobilization depends largely on the stability of thallium sulfide (Tl2S) under various environmental conditions. This study examines Tl(I) immobilization using ferromanganese sulfides, focusing on the effects of Fe/Mn/S molar ratios, oxygenation levels, and stirring intensity on Tl2S stability. Under anaerobic conditions, Tl(I) immobilization efficiency reached 96.1 ± 0.3% in 14 days and increased to 99.4 ± 0.2% over 6 months. Under microaerobic and aerobic conditions, efficiencies decreased to 85.7 ± 0.4 and 83.4 ± 0.8%, respectively. Oxygen facilitated the formation of Fe/Mn (oxyhydr)oxides, a sink for Tl(I), primarily present as ≡FeOTl and ≡MnOTl. Continuous stirring enhanced the removal of Tl(I) under anaerobic conditions, whereas static conditions favored Tl(I) immobilization in aerobic environments. Under aerobic conditions, sulfides were oxidized into elemental sulfur (77.2%) and sulfate (11.7%), leading to Tl(I) dissolution and an impact on its immobilization dynamics. Pb2+, Hg2+, Cu2+, Ni2+, and Zn2+ further promoted Tl(I) dissolution through competitive adsorption and a reduction in solution pH. Key strategies for Tl(I) immobilization include maintaining low dissolved oxygen and redox potential levels, enhancing surface hydroxyl complexation, and promoting sulfide-induced precipitation and electrostatic adsorption. This study provides insights into Tl(I) immobilization dynamics within complex Fe–Mn–S systems subjected to redox cycling and varied environmental conditions.
{"title":"Immobilization of Thallium(I) Using Ferromanganese Sulfides","authors":"Ru Nie, Jianyou Long, Gaosheng Zhang, Yuan Xie, Jianying Mo, Yirong Deng, Nana Wang, Zengping Ning, Shuxiang Zha, Huanbin Huang, Tangfu Xiao, Ziqing Xiao and Huosheng Li*, ","doi":"10.1021/acsestwater.5c00178","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00178","url":null,"abstract":"<p >Thallium (Tl) is a toxic element typically enriched in sulfide minerals and ferromanganese oxides, and its immobilization depends largely on the stability of thallium sulfide (Tl<sub>2</sub>S) under various environmental conditions. This study examines Tl(I) immobilization using ferromanganese sulfides, focusing on the effects of Fe/Mn/S molar ratios, oxygenation levels, and stirring intensity on Tl<sub>2</sub>S stability. Under anaerobic conditions, Tl(I) immobilization efficiency reached 96.1 ± 0.3% in 14 days and increased to 99.4 ± 0.2% over 6 months. Under microaerobic and aerobic conditions, efficiencies decreased to 85.7 ± 0.4 and 83.4 ± 0.8%, respectively. Oxygen facilitated the formation of Fe/Mn (oxyhydr)oxides, a sink for Tl(I), primarily present as ≡FeOTl and ≡MnOTl. Continuous stirring enhanced the removal of Tl(I) under anaerobic conditions, whereas static conditions favored Tl(I) immobilization in aerobic environments. Under aerobic conditions, sulfides were oxidized into elemental sulfur (77.2%) and sulfate (11.7%), leading to Tl(I) dissolution and an impact on its immobilization dynamics. Pb<sup>2+</sup>, Hg<sup>2+</sup>, Cu<sup>2+</sup>, Ni<sup>2+</sup>, and Zn<sup>2+</sup> further promoted Tl(I) dissolution through competitive adsorption and a reduction in solution pH. Key strategies for Tl(I) immobilization include maintaining low dissolved oxygen and redox potential levels, enhancing surface hydroxyl complexation, and promoting sulfide-induced precipitation and electrostatic adsorption. This study provides insights into Tl(I) immobilization dynamics within complex Fe–Mn–S systems subjected to redox cycling and varied environmental conditions.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5088–5101"},"PeriodicalIF":4.3,"publicationDate":"2025-08-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036647","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-08-19DOI: 10.1021/acsestwater.5c00721
Hyuck Joo Choi, Mohammed Tahmid, Spandan Mondal and Marta C. Hatzell*,
Electrodialysis (ED) is a promising technology for the recovery of ammonia from wastewater. However, separating ammonia directly from complex wastewater mixtures using ED is challenging due to membrane scaling, low selectivity, and high energy consumption. Here, we evaluate the potential of electrodialysis for ammonia recovery from simulated and real wastewater mixtures. The specific energy consumption (SEC) of electrodialysis exceeded 31 kWh/kg-N for simulated wastewater but decreased 4-fold to 7 kWh/kg-N after hardness removal. Concentration factors (CFs), the final concentration relative to the initial concentration, of NH4+ for real wastewater after ultrafiltration and for synthetic wastewater without hardness were 7.5 and 10, comparable to the CF of 9 for single-salt solutions (nonmixtures). We find that the concentrated product after ED with real and simulated synthetic wastewater includes K+ and Na+, as cation exchange membranes exhibit K+/NH4+ and Na+/NH4+ selectivities near one. Thus, if the concentrated product is directly used as an aqueous fertilizer, the resulting product will be 30/30/30 for Na+, K+, and NH4+. Finally, staged electrodialysis achieved a CF of ∼50 (2.42 N wt %) with SECs of 15.2–18.1 kWh/kg-N for synthetic wastewater without hardness, demonstrating promise for recovering ammonia from wastewater with a high concentration and low energy demand.
Recovering ammonia from wastewater with electrodialysis requires pretreatment of hardness to reduce energy consumption.
{"title":"Concentrating Ammonia from Wastewater with Electrodialysis","authors":"Hyuck Joo Choi, Mohammed Tahmid, Spandan Mondal and Marta C. Hatzell*, ","doi":"10.1021/acsestwater.5c00721","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00721","url":null,"abstract":"<p >Electrodialysis (ED) is a promising technology for the recovery of ammonia from wastewater. However, separating ammonia directly from complex wastewater mixtures using ED is challenging due to membrane scaling, low selectivity, and high energy consumption. Here, we evaluate the potential of electrodialysis for ammonia recovery from simulated and real wastewater mixtures. The specific energy consumption (SEC) of electrodialysis exceeded 31 kWh/kg-N for simulated wastewater but decreased 4-fold to 7 kWh/kg-N after hardness removal. Concentration factors (CFs), the final concentration relative to the initial concentration, of NH<sub>4</sub><sup>+</sup> for real wastewater after ultrafiltration and for synthetic wastewater without hardness were 7.5 and 10, comparable to the CF of 9 for single-salt solutions (nonmixtures). We find that the concentrated product after ED with real and simulated synthetic wastewater includes K<sup>+</sup> and Na<sup>+</sup>, as cation exchange membranes exhibit K<sup>+</sup>/NH<sub>4</sub><sup>+</sup> and Na<sup>+</sup>/NH<sub>4</sub><sup>+</sup> selectivities near one. Thus, if the concentrated product is directly used as an aqueous fertilizer, the resulting product will be 30/30/30 for Na<sup>+</sup>, K<sup>+</sup>, and NH<sub>4</sub><sup>+</sup>. Finally, staged electrodialysis achieved a CF of ∼50 (2.42 N wt %) with SECs of 15.2–18.1 kWh/kg-N for synthetic wastewater without hardness, demonstrating promise for recovering ammonia from wastewater with a high concentration and low energy demand.</p><p >Recovering ammonia from wastewater with electrodialysis requires pretreatment of hardness to reduce energy consumption.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5720–5727"},"PeriodicalIF":4.3,"publicationDate":"2025-08-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://pubs.acs.org/doi/pdf/10.1021/acsestwater.5c00721","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036544","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-08-18DOI: 10.1021/acsestwater.5c00646
Édio Damásio daSilva Júnior*, Rosicleide Assunção de Sousa, Antônio Alves Martins, Andriane de Melo Rodrigues and João Paulo Cruvinel Miranda,
The development of low-cost and practicable technologies for the treatment of wastewater will be essential to ensure the adequate disposal of the residues generated by carwash businesses. The present study developed a novel wastewater treatment system, based on the Depth Filtration with a Moderate Application Rate (DFMR), which is a low-cost alternative for the treatment of carwash wastewater with simple operational and servicing technology. The proposed system was composed of sequential depth filtration units, containing gravel, zeolite, and activated charcoal as the filtration media. A parallel system, composed of additional gravel and zeolite filters, was also installed, to provide an operational safety valve. At an application rate of 45.7 m3.m–2.day–1, the system obtained 90.8% efficiency for the reduction of turbidity, and 72.4% for the removal of COD and 54.9% for surfactants, achieved exclusively by the application of a depth filtration process. These results highlight the potential of the proposed system as a low-cost and practicable alternative for the adequate treatment of wastewater produced by small- and medium-sized carwash businesses.
The proposed depth filtration technology offers an innovative, efficient, and affordable solution for the treatment of carwash wastewater.
{"title":"Depth Filtration with a Moderate Application Rate for the Treatment of Carwash Wastewater","authors":"Édio Damásio daSilva Júnior*, Rosicleide Assunção de Sousa, Antônio Alves Martins, Andriane de Melo Rodrigues and João Paulo Cruvinel Miranda, ","doi":"10.1021/acsestwater.5c00646","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00646","url":null,"abstract":"<p >The development of low-cost and practicable technologies for the treatment of wastewater will be essential to ensure the adequate disposal of the residues generated by carwash businesses. The present study developed a novel wastewater treatment system, based on the Depth Filtration with a Moderate Application Rate (DFMR), which is a low-cost alternative for the treatment of carwash wastewater with simple operational and servicing technology. The proposed system was composed of sequential depth filtration units, containing gravel, zeolite, and activated charcoal as the filtration media. A parallel system, composed of additional gravel and zeolite filters, was also installed, to provide an operational safety valve. At an application rate of 45.7 m<sup>3</sup>.m<sup>–2</sup>.day<sup>–1</sup>, the system obtained 90.8% efficiency for the reduction of turbidity, and 72.4% for the removal of COD and 54.9% for surfactants, achieved exclusively by the application of a depth filtration process. These results highlight the potential of the proposed system as a low-cost and practicable alternative for the adequate treatment of wastewater produced by small- and medium-sized carwash businesses.</p><p >The proposed depth filtration technology offers an innovative, efficient, and affordable solution for the treatment of carwash wastewater.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5623–5633"},"PeriodicalIF":4.3,"publicationDate":"2025-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://pubs.acs.org/doi/pdf/10.1021/acsestwater.5c00646","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036447","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-08-18DOI: 10.1021/acsestwater.5c00470
Riya Joseph, Jeevan Mathew Tharayil, Prabhasankar V P, Kishore M S and Viswanath Parol*,
Groundwater contamination from industrial effluents, agricultural runoff, and landfill leachate threatens water quality and public health. Aligning with United Nations Sustainable Development Goal 6 (UN SDG 6) on clean water and sanitation, this study evaluates groundwater quality in and around the Brahmapuram landfill (Kochi, Kerala, India) with respect to Indian and World Health Organization (WHO) standards. Comprehensive physicochemical analysis, water quality index (WQI) assessment, correlation matrix, and statistical evaluations were conducted to analyze key water quality parameters. WQI analysis indicated that 40% of the samples exhibited poor to very poor quality, rendering them unsuitable for direct consumption without treatment. Spatial distribution maps for pH, temperature, color, total alkalinity, total hardness (TH), chloride, sulfate, dissolved oxygen, biochemical oxygen demand (BOD), and turbidity were developed using QGIS, contamination hotspots were identified. A strong correlation between TH and sulfate (r = 0.83) suggested common contamination sources. Significant variations in chloride and hardness levels were also observed. The findings highlight the urgent need for leachate control, sustainable water management, and stricter landfill regulations, particularly following incidents such as the Brahmapuram landfill fire outbreak. Beyond its regional significance, this study provides a replicable framework for assessing landfill-induced groundwater pollution and supports evidence-based governance.
来自工业废水、农业径流和垃圾填埋场渗滤液的地下水污染威胁着水质和公众健康。根据联合国关于清洁水和卫生的可持续发展目标6 (UN SDG 6),本研究根据印度和世界卫生组织(世卫组织)的标准评估了Brahmapuram垃圾填埋场(印度喀拉拉邦科钦)及其周围的地下水质量。采用综合理化分析、水质指数评价、相关矩阵、统计评价等方法对关键水质参数进行分析。WQI分析表明,40%的样品质量差至极差,不适合未经处理直接食用。利用QGIS绘制了水体pH、温度、颜色、总碱度、总硬度、氯化物、硫酸盐、溶解氧、生化需氧量和浊度的空间分布图,并对污染热点进行了识别。TH与硫酸盐之间有很强的相关性(r = 0.83),提示常见的污染源。还观察到氯化物和硬度水平的显著变化。研究结果强调了对渗滤液控制、可持续水管理和更严格的垃圾填埋场法规的迫切需要,特别是在布拉马普拉姆垃圾填埋场发生火灾等事件之后。除了其区域意义之外,本研究还为评估垃圾填埋场引起的地下水污染提供了一个可复制的框架,并支持基于证据的治理。
{"title":"Assessing the Impact of Brahmapuram Landfill, Kochi, Kerala, India, on Groundwater Quality: A Physicochemical, Correlation, and Statistical Analysis Using WQI","authors":"Riya Joseph, Jeevan Mathew Tharayil, Prabhasankar V P, Kishore M S and Viswanath Parol*, ","doi":"10.1021/acsestwater.5c00470","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00470","url":null,"abstract":"<p >Groundwater contamination from industrial effluents, agricultural runoff, and landfill leachate threatens water quality and public health. Aligning with United Nations Sustainable Development Goal 6 (UN SDG 6) on clean water and sanitation, this study evaluates groundwater quality in and around the Brahmapuram landfill (Kochi, Kerala, India) with respect to Indian and World Health Organization (WHO) standards. Comprehensive physicochemical analysis, water quality index (WQI) assessment, correlation matrix, and statistical evaluations were conducted to analyze key water quality parameters. WQI analysis indicated that 40% of the samples exhibited poor to very poor quality, rendering them unsuitable for direct consumption without treatment. Spatial distribution maps for pH, temperature, color, total alkalinity, total hardness (TH), chloride, sulfate, dissolved oxygen, biochemical oxygen demand (BOD), and turbidity were developed using QGIS, contamination hotspots were identified. A strong correlation between TH and sulfate (<i>r</i> = 0.83) suggested common contamination sources. Significant variations in chloride and hardness levels were also observed. The findings highlight the urgent need for leachate control, sustainable water management, and stricter landfill regulations, particularly following incidents such as the Brahmapuram landfill fire outbreak. Beyond its regional significance, this study provides a replicable framework for assessing landfill-induced groundwater pollution and supports evidence-based governance.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5377–5386"},"PeriodicalIF":4.3,"publicationDate":"2025-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036330","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-08-18DOI: 10.1021/acsestwater.5c00498
Lin Wang, Jingjing Guo, Jing Li, Shuwei Pei, Yu Zhang, Zhengke Li, Yalcun Turlana, Xiaohong Zhou and Ruozhen Yu*,
Despite the significant demand, accurate determination of the permanganate index in high-chloride bodies of water remains extremely limited. This study introduces an iodine-thiosulfate method that effectively eliminates the interference of chloride ions in the permanganate index determination. In this method, organic and inorganic substances in a water sample are oxidized with KMnO4 in an alkaline medium to mitigate chloride ion interference. To further minimize this interference during back-titration, the remaining KMnO4 is reduced using KI under adjusted acidic conditions. The released iodine is then titrated with standardized Na2S2O3 until the starch–iodine complex’s blue–black color disappears. The iodine-thiosulfate method demonstrated a method detection limit of 0.4 mg L–1 (n = 7) and a corresponding interlaboratory quantification limit of 1.6 mg L–1 in water samples with chloride concentrations of 5000 mg L–1. The method’s precision and accuracy ranged from 1.4% to 6.7% and −1.0% to 5.0%, respectively. The relative error in permanganate index determination remained below 20% even at chloride concentrations up to 60 g L–1, whereas the conventional oxalate-permanganate method exceeded a 20% relative error once the chloride concentration reached 10 g L–1 or higher. The sufficiently low detection limit along with excellent repeatability (intralaboratory precision), reproducibility (interlaboratory precision), and accuracy confirms its practical feasibility for routine analysis.
尽管需求量很大,但在高氯化物水体中准确测定高锰酸盐指数仍然极为有限。本研究介绍了一种有效消除氯离子对高锰酸盐指数测定干扰的硫代硫酸碘法。在该方法中,水样中的有机物和无机物在碱性介质中用KMnO4氧化以减轻氯离子的干扰。为了进一步减少反滴定过程中的干扰,在调整的酸性条件下,使用KI还原剩余的KMnO4。然后用标准的Na2S2O3滴定释放出的碘,直到淀粉-碘复合物的蓝黑色消失。硫代硫酸盐碘法在氯化物浓度为5000 mg L-1的水样中,检测限为0.4 mg L-1 (n = 7),相应的实验室间定量限为1.6 mg L-1。方法精密度和准确度分别为1.4% ~ 6.7%和- 1.0% ~ 5.0%。当氯化物浓度达到60 g L-1时,测定高锰酸盐指数的相对误差仍在20%以下,而传统草酸-高锰酸盐法在氯化物浓度达到10 g L-1或更高时,相对误差超过20%。足够低的检出限以及优异的重复性(实验室内精密度)、再现性(实验室间精密度)和准确性证实了其在常规分析中的实际可行性。
{"title":"Determination of the Permanganate Index in High-Chlorine Water Bodies","authors":"Lin Wang, Jingjing Guo, Jing Li, Shuwei Pei, Yu Zhang, Zhengke Li, Yalcun Turlana, Xiaohong Zhou and Ruozhen Yu*, ","doi":"10.1021/acsestwater.5c00498","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00498","url":null,"abstract":"<p >Despite the significant demand, accurate determination of the permanganate index in high-chloride bodies of water remains extremely limited. This study introduces an iodine-thiosulfate method that effectively eliminates the interference of chloride ions in the permanganate index determination. In this method, organic and inorganic substances in a water sample are oxidized with KMnO<sub>4</sub> in an alkaline medium to mitigate chloride ion interference. To further minimize this interference during back-titration, the remaining KMnO<sub>4</sub> is reduced using KI under adjusted acidic conditions. The released iodine is then titrated with standardized Na<sub>2</sub>S<sub>2</sub>O<sub>3</sub> until the starch–iodine complex’s blue–black color disappears. The iodine-thiosulfate method demonstrated a method detection limit of 0.4 mg L<sup>–1</sup> (<i>n</i> = 7) and a corresponding interlaboratory quantification limit of 1.6 mg L<sup>–1</sup> in water samples with chloride concentrations of 5000 mg L<sup>–1</sup>. The method’s precision and accuracy ranged from 1.4% to 6.7% and −1.0% to 5.0%, respectively. The relative error in permanganate index determination remained below 20% even at chloride concentrations up to 60 g L<sup>–1</sup>, whereas the conventional oxalate-permanganate method exceeded a 20% relative error once the chloride concentration reached 10 g L<sup>–1</sup> or higher. The sufficiently low detection limit along with excellent repeatability (intralaboratory precision), reproducibility (interlaboratory precision), and accuracy confirms its practical feasibility for routine analysis.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5395–5404"},"PeriodicalIF":4.3,"publicationDate":"2025-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036381","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Environmental waters contain diverse microbial and macrobial DNA, necessitating methods capable of efficiently concentrating various organisms, cells, and free DNA. This study compared hollow fiber ultrafiltration (HFUF) and syringe microfiltration (MF) for recovering microbial and macrobial cells and DNA from surface water and stormwater runoff. Performance was assessed by quantifying a spiked virus (phiX174), naturally occurring E. coli, bacterial 16S rRNA genes, and crAssphage, along with metabarcoding of mitochondrial DNA and full-length 16S rRNA genes. The syringe MF method showed higher recovery and quantitative accuracy for bacterial and viral targets but suffered from membrane clogging, reducing DNA extraction efficiency. HFUF had higher sensitivity for low-abundance targets, particularly E. coli, due to its greater concentration factor. However, it was more prone to PCR inhibition, especially for long-fragment targets. Metabarcoding demonstrated that both methods captured microbial and macrobial community composition, although HFUF detected more fish DNA and a slightly greater number of bacterial genera. Overall, syringe MF is more suitable for accurate quantification, while HFUF is better for detecting low-abundance and small targets. The choice of method should be based on study objectives, target organisms, and trade-offs among recovery efficiency, DNA extraction, and PCR performance.
{"title":"Comparative Evaluation of Hollow-Fiber Ultrafiltration and Syringe Microfiltration As Efficient Concentration Methods for Targeted and Comprehensive Detection of Bacterial, Viral, and Animal DNA in Water","authors":"Yuki Takamatsu, Seiya Hanamoto, Keisuke Kuroda, Kenshi Sankoda, Shuta Matsuoka and Akihiko Hata*, ","doi":"10.1021/acsestwater.5c00385","DOIUrl":"https://doi.org/10.1021/acsestwater.5c00385","url":null,"abstract":"<p >Environmental waters contain diverse microbial and macrobial DNA, necessitating methods capable of efficiently concentrating various organisms, cells, and free DNA. This study compared hollow fiber ultrafiltration (HFUF) and syringe microfiltration (MF) for recovering microbial and macrobial cells and DNA from surface water and stormwater runoff. Performance was assessed by quantifying a spiked virus (phiX174), naturally occurring <i>E. coli</i>, bacterial 16S rRNA genes, and crAssphage, along with metabarcoding of mitochondrial DNA and full-length 16S rRNA genes. The syringe MF method showed higher recovery and quantitative accuracy for bacterial and viral targets but suffered from membrane clogging, reducing DNA extraction efficiency. HFUF had higher sensitivity for low-abundance targets, particularly <i>E. coli</i>, due to its greater concentration factor. However, it was more prone to PCR inhibition, especially for long-fragment targets. Metabarcoding demonstrated that both methods captured microbial and macrobial community composition, although HFUF detected more fish DNA and a slightly greater number of bacterial genera. Overall, syringe MF is more suitable for accurate quantification, while HFUF is better for detecting low-abundance and small targets. The choice of method should be based on study objectives, target organisms, and trade-offs among recovery efficiency, DNA extraction, and PCR performance.</p>","PeriodicalId":93847,"journal":{"name":"ACS ES&T water","volume":"5 9","pages":"5265–5274"},"PeriodicalIF":4.3,"publicationDate":"2025-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145036331","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}