Benjamin Roman, Charles A Cravotta, Charles D Spellman, William H J Strosnider, Joseph E Goodwill, Travis Tasker
Cotreatment of mine drainage (MD) in existing wastewater treatment plants (WWTPs) could provide treatment benefits for both waste streams. The alkalinity that is innate to most WW may be sufficient to neutralize MD acidity, elevating pH and correspondingly decreasing concentrations of dissolved metals. Additionally, PO4 in WW interacts with Fe and Al in MD and is removed from solution, potentially decreasing the need for enhanced biological treatment or chemical precipitation techniques. However, there are concerns about how adding MD to a WWTP may impact the treatment efficiency of the WWTP. Hence, the objective of this study was to determine the impact of AMD addition on the kinetics of BOD removal, in addition to the extent of metals, acidity, and PO4 removal when WW and MD were mixed in a bench-scale primary clarifier. MD was mixed with primary influent WW in 10:90 and 40:60 MD:WW ratios and allowed to settle for 2 h before the supernatant was transferred to BOD respirometers. The pH remained circumneutral 2 h after mixing, ranging from 7.44 to 8.27 for 10% MD and 6.66 to 7.36 for 40% MD. The BOD oxidation rate was unaffected by MD addition, with first-order kinetic rates ranging from 0.50 to 0.77 day-1 for raw WW, 0.54 to 0.97 day-1 for 10% MD, and 0.45 to 0.95 day-1 for 40% MD. PO4 removal increased linearly with the molar ratio of ([Fe] + [Al])/[PO4-P] for the conservative mixture of raw WW and MD and reached > 99% removal when (([Fe] + [Al])/[PO4-P]) > 2. Overall, this work establishes a practical framework for leveraging mine drainage chemistry within conventional wastewater primary treatment to enhance phosphorus capture without compromising downstream biological performance. The approach offers a scalable pathway for utilities to turn a problematic influent into a controllable unit-process benefit, supporting tighter nutrient limits with minimal new infrastructure and chemical inputs.
{"title":"Enhanced Phosphorus Removal From Municipal Wastewater via Cotreatment of Mine Drainage During Primary Clarification.","authors":"Benjamin Roman, Charles A Cravotta, Charles D Spellman, William H J Strosnider, Joseph E Goodwill, Travis Tasker","doi":"10.1002/wer.70298","DOIUrl":"10.1002/wer.70298","url":null,"abstract":"<p><p>Cotreatment of mine drainage (MD) in existing wastewater treatment plants (WWTPs) could provide treatment benefits for both waste streams. The alkalinity that is innate to most WW may be sufficient to neutralize MD acidity, elevating pH and correspondingly decreasing concentrations of dissolved metals. Additionally, PO<sub>4</sub> in WW interacts with Fe and Al in MD and is removed from solution, potentially decreasing the need for enhanced biological treatment or chemical precipitation techniques. However, there are concerns about how adding MD to a WWTP may impact the treatment efficiency of the WWTP. Hence, the objective of this study was to determine the impact of AMD addition on the kinetics of BOD removal, in addition to the extent of metals, acidity, and PO<sub>4</sub> removal when WW and MD were mixed in a bench-scale primary clarifier. MD was mixed with primary influent WW in 10:90 and 40:60 MD:WW ratios and allowed to settle for 2 h before the supernatant was transferred to BOD respirometers. The pH remained circumneutral 2 h after mixing, ranging from 7.44 to 8.27 for 10% MD and 6.66 to 7.36 for 40% MD. The BOD oxidation rate was unaffected by MD addition, with first-order kinetic rates ranging from 0.50 to 0.77 day<sup>-1</sup> for raw WW, 0.54 to 0.97 day<sup>-1</sup> for 10% MD, and 0.45 to 0.95 day<sup>-1</sup> for 40% MD. PO<sub>4</sub> removal increased linearly with the molar ratio of ([Fe] + [Al])/[PO<sub>4</sub>-P] for the conservative mixture of raw WW and MD and reached > 99% removal when (([Fe] + [Al])/[PO<sub>4</sub>-P]) > 2. Overall, this work establishes a practical framework for leveraging mine drainage chemistry within conventional wastewater primary treatment to enhance phosphorus capture without compromising downstream biological performance. The approach offers a scalable pathway for utilities to turn a problematic influent into a controllable unit-process benefit, supporting tighter nutrient limits with minimal new infrastructure and chemical inputs.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70298"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC12902905/pdf/","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146182814","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Leticia Yoshie Kochi, Raul Victor Santana Rios, Raizza Zorman Marques, Lia Sumie Nakao, Marcelo Pedrosa Gomes
The valorization of pretreated waste Salvinia molesta biomass represents a sustainable and circular strategy to address both water contamination and biomass disposal. This study investigated the biosorption performance of pretreated and powdered S. molesta biomass in controlled aqueous solutions of ciprofloxacin (CIP), a widely detected fluoroquinolone antibiotic, under environmentally relevant conditions. The biomass was characterized by a high cell wall fraction (~61%) and moderate protein and polyphenol content, offering a multifunctional surface for biosorption. Batch experiments were conducted to evaluate the effects of pH (4-8) and contact time (up to 60 min) on CIP removal (initial concentration = 1.5 μg/L). The maximum biosorption efficiency (~95%) occurred at pH 6, which aligned with the biomass's point of zero charge ( = 6.2) and the CIP zwitterionic speciation. Biosorption was rapid in the first 30 min, although equilibrium was rapidly reached within 30 min, consistent with the classical biosorption behavior of dead biomass at low concentrations. The kinetic model followed a pseudo-second-order trend, which was interpreted empirically rather than mechanistically, reflecting surface-controlled adsorption dynamics. Pearson correlations revealed that the protein and polyphenol contents were positively associated (r > 0.85) with biosorption at pH 6-7, highlighting a multi-mechanistic interaction involving electrostatic, hydrogen bonding, and π-π interactions. These findings suggest that S. molesta is a naturally abundant, low-cost biosorbent suitable for decentralized water remediation, particularly in small-scale or proof-of-concept systems using model aqueous matrices, with potential applications in passive treatment units and community-based sanitation systems. Future studies should evaluate isotherm behavior, thermodynamic parameters, and the regeneration potential of the biosorbent to determine scalability under real wastewater conditions.
预处理后的Salvinia molesta废物生物质的增值代表了解决水污染和生物质处理的可持续和循环战略。在环境相关条件下,研究了经预处理和粉末状的molesta生物质在环丙沙星(CIP)控制水溶液中的生物吸附性能。环丙沙星是一种广泛检测的氟喹诺酮类抗生素。生物量的特点是高细胞壁分数(61%) and moderate protein and polyphenol content, offering a multifunctional surface for biosorption. Batch experiments were conducted to evaluate the effects of pH (4-8) and contact time (up to 60 min) on CIP removal (initial concentration = 1.5 μg/L). The maximum biosorption efficiency (~95%) occurred at pH 6, which aligned with the biomass's point of zero charge ( pH p zc $$ {pH}_p zc $$ = 6.2) and the CIP zwitterionic speciation. Biosorption was rapid in the first 30 min, although equilibrium was rapidly reached within 30 min, consistent with the classical biosorption behavior of dead biomass at low concentrations. The kinetic model followed a pseudo-second-order trend, which was interpreted empirically rather than mechanistically, reflecting surface-controlled adsorption dynamics. Pearson correlations revealed that the protein and polyphenol contents were positively associated (r > 0.85) with biosorption at pH 6-7, highlighting a multi-mechanistic interaction involving electrostatic, hydrogen bonding, and π-π interactions. These findings suggest that S. molesta is a naturally abundant, low-cost biosorbent suitable for decentralized water remediation, particularly in small-scale or proof-of-concept systems using model aqueous matrices, with potential applications in passive treatment units and community-based sanitation systems. Future studies should evaluate isotherm behavior, thermodynamic parameters, and the regeneration potential of the biosorbent to determine scalability under real wastewater conditions.
{"title":"Valorization of Pretreated Salvinia molesta Biomass for Ciprofloxacin Biosorption: Kinetic Performance, pH-Dependent Mechanisms, and Circular Economy Implications.","authors":"Leticia Yoshie Kochi, Raul Victor Santana Rios, Raizza Zorman Marques, Lia Sumie Nakao, Marcelo Pedrosa Gomes","doi":"10.1002/wer.70304","DOIUrl":"10.1002/wer.70304","url":null,"abstract":"<p><p>The valorization of pretreated waste Salvinia molesta biomass represents a sustainable and circular strategy to address both water contamination and biomass disposal. This study investigated the biosorption performance of pretreated and powdered S. molesta biomass in controlled aqueous solutions of ciprofloxacin (CIP), a widely detected fluoroquinolone antibiotic, under environmentally relevant conditions. The biomass was characterized by a high cell wall fraction (~61%) and moderate protein and polyphenol content, offering a multifunctional surface for biosorption. Batch experiments were conducted to evaluate the effects of pH (4-8) and contact time (up to 60 min) on CIP removal (initial concentration = 1.5 μg/L). The maximum biosorption efficiency (~95%) occurred at pH 6, which aligned with the biomass's point of zero charge ( <math> <semantics> <mrow><msub><mtext>pH</mtext> <mi>p</mi></msub> <mtext>zc</mtext></mrow> <annotation>$$ {pH}_p zc $$</annotation></semantics> </math> = 6.2) and the CIP zwitterionic speciation. Biosorption was rapid in the first 30 min, although equilibrium was rapidly reached within 30 min, consistent with the classical biosorption behavior of dead biomass at low concentrations. The kinetic model followed a pseudo-second-order trend, which was interpreted empirically rather than mechanistically, reflecting surface-controlled adsorption dynamics. Pearson correlations revealed that the protein and polyphenol contents were positively associated (r > 0.85) with biosorption at pH 6-7, highlighting a multi-mechanistic interaction involving electrostatic, hydrogen bonding, and π-π interactions. These findings suggest that S. molesta is a naturally abundant, low-cost biosorbent suitable for decentralized water remediation, particularly in small-scale or proof-of-concept systems using model aqueous matrices, with potential applications in passive treatment units and community-based sanitation systems. Future studies should evaluate isotherm behavior, thermodynamic parameters, and the regeneration potential of the biosorbent to determine scalability under real wastewater conditions.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70304"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC12907039/pdf/","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146202763","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Water resource recovery facilities often receive landfill leachate (LL), which can disrupt biological processes due to its toxicity and low biodegradability. This study evaluates the anaerobic codigestion (AcoD) of municipal wastewater (MWW), LL, and crude glycerin (CG) as a strategy to enhance organic matter removal and methane yield. Batch reactors were operated under varying conditions defined by a Plackett-Burman screening design, and methane production kinetics were modeled using modified Gompertz and Cone equations. Soluble chemical oxygen demand (sCOD) removal ranged from 67.4% to 94.3%, whereas methane yield varied between 0.076 and 0.349 L NCH4/g tCODadd (liters of normalized methane per gram of total COD added). The highest yield was achieved with 2% LL and 1% CG, approaching the theoretical maximum. Statistical analysis revealed that increasing CG content reduced methane yield, and extending the digestion time to 40 days offered limited performance gains. Despite the presence of inhibitory compounds, most conditions showed stable digestion, with short latency phases and effective microbial adaptation. These findings demonstrate the feasibility of codigesting MWW, LL, and CG, especially under optimized proportions, and highlight the potential for energy recovery in wastewater treatment plants using biodiesel by-products.
垃圾渗滤液(LL)由于其毒性和低可生物降解性,会破坏生物过程。本研究评估了城市污水(MWW)、LL和粗甘油(CG)的厌氧共消化(AcoD)作为提高有机物去除和甲烷产量的策略。间歇式反应器在由Plackett-Burman筛选设计定义的不同条件下运行,甲烷生产动力学使用改进的Gompertz和Cone方程建模。可溶性化学需氧量(sCOD)去除率在67.4% ~ 94.3%之间,而甲烷产率在0.076 ~ 0.349 L NCH4/g tCODadd(每克总COD添加标准化甲烷升数)之间。产率最高的是2%的硫代烃和1%的硫代烃,接近理论最大值。统计分析显示,增加CG含量会降低甲烷产量,将消化时间延长至40天,对性能的提高有限。尽管存在抑制化合物,但大多数条件下消化稳定,潜伏期短,微生物适应有效。这些研究结果表明,特别是在优化比例下,MWW、LL和CG的编码消化是可行的,并突出了废水处理厂利用生物柴油副产品回收能源的潜力。
{"title":"Anaerobic Codigestion of Municipal Wastewater, Landfill Leachate, and Crude Glycerin: Process Stability and Methane Yield Assessment Using a Screening Design.","authors":"Gustavo Henrique Pedroso, Jackeline Tatiane Gotardo","doi":"10.1002/wer.70285","DOIUrl":"10.1002/wer.70285","url":null,"abstract":"<p><p>Water resource recovery facilities often receive landfill leachate (LL), which can disrupt biological processes due to its toxicity and low biodegradability. This study evaluates the anaerobic codigestion (AcoD) of municipal wastewater (MWW), LL, and crude glycerin (CG) as a strategy to enhance organic matter removal and methane yield. Batch reactors were operated under varying conditions defined by a Plackett-Burman screening design, and methane production kinetics were modeled using modified Gompertz and Cone equations. Soluble chemical oxygen demand (sCOD) removal ranged from 67.4% to 94.3%, whereas methane yield varied between 0.076 and 0.349 L <sub>NCH4</sub>/g tCOD<sub>add</sub> (liters of normalized methane per gram of total COD added). The highest yield was achieved with 2% LL and 1% CG, approaching the theoretical maximum. Statistical analysis revealed that increasing CG content reduced methane yield, and extending the digestion time to 40 days offered limited performance gains. Despite the presence of inhibitory compounds, most conditions showed stable digestion, with short latency phases and effective microbial adaptation. These findings demonstrate the feasibility of codigesting MWW, LL, and CG, especially under optimized proportions, and highlight the potential for energy recovery in wastewater treatment plants using biodiesel by-products.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70285"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC12865142/pdf/","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146107232","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
<p><p>River pollution is a significant global concern, as rivers have served as the foundation for the expansion of civilizations since time immemorial. The drastic increase in population, rapid industrialization, and urban expansion have caused deterioration of river ecosystems, adversely impacting agriculture, human health, and biodiversity. The Mula-Mutha River is an important river in Pune as it supplies water for irrigation and drinking purposes. This study aims to assess the physicochemical parameters of river water to determine its water quality (WQ) and examine how it has changed spatially over the years. Sampling was conducted at eight sites along the river, spanning from Khadakwasla to Daund, during the period 2019-2021. Key parameters analyzed included physicochemical parameters and the concentrations of various cations and anions. This paper discusses how spatial variations influence WQ, highlighting the contributing factors. The results show that WQ deteriorates downstream as the river enters the city where sewage discharge and effluents from various industries contribute to increasing pollution level. There was a variation in physicochemical parameters and ionic concentrations, with most parameters showing an increasing trend during the period 2019-2021. However, a significant reduction in pollution was observed at certain locations in 2021. Results indicate considerable deterioration in WQ, particularly at downstream sites. In 2019, WQI values exceeding 300 at Vitthalwadi, Bundgarden, and Kharadi classified the water as unsuitable for drinking. WQI values indicated an improvement in WQ during 2020 and 2021, reflecting the positive impact of reduced anthropogenic activities during the pandemic. Iron concentrations exceeded permissible limits at all locations except Khadakwasla, suggesting downstream iron enrichment influenced by anthropogenic processes. Chloride concentrations ranged from 15.6 to 536.57 mg/L, with most sites remaining within IS 10500 limits, except Daund (2019) and Bundgarden and Daund (2021), indicating localized salinity stress. Phosphate concentrations varied from 0.33 to 43.14 mg/L, with all sites except Khadakwasla exceeding the WHO permissible limit, posing a high risk of eutrophication. Elevated chloride and phosphate levels are attributed to anthropogenic inputs such as industrial effluents, sewage discharge, and agricultural runoff. Water quality index, sodium adsorption ratio, and residual sodium carbonate values were also calculated to determine the suitability of the river water for drinking and irrigation purposes. In 2019, Vitthalwadi, Bundgarden, and Kharadi recorded WQI values exceeding 300, indicating that the water was unsuitable for drinking. The water was found to be fit for irrigation except at Pargaon and Daund, which also showed noncompliance in other physicochemical parameters as well. WQI showed improvement in WQ during 2020 and 2021, indicating a positive impact of restrictions on anthropog
河流污染是全球关注的一个重大问题,因为自古以来,河流一直是文明扩张的基础。人口的急剧增长、快速的工业化和城市扩张导致河流生态系统恶化,对农业、人类健康和生物多样性产生不利影响。穆拉-穆萨河是浦那的一条重要河流,为灌溉和饮用提供水源。本研究旨在评估河流水质的物理化学参数,以确定其水质(WQ),并研究其多年来的空间变化。2019-2021年期间,在从Khadakwasla到Daund的沿河八个地点进行了采样。分析的关键参数包括理化参数和各种阳离子、阴离子的浓度。本文讨论了空间变化对WQ的影响,并着重分析了影响因素。结果表明:随着河流进入城市,WQ在下游逐渐恶化,污水排放和各种工业排放加剧了污染水平。在2019-2021年期间,理化参数和离子浓度发生了变化,其中大部分参数呈增加趋势。然而,在2021年,某些地区的污染显著减少。结果表明,相当大的恶化的WQ,特别是在下游网站。2019年,Vitthalwadi、Bundgarden和Kharadi的WQI值超过300,被列为不适合饮用的水。WQI值表明,在2020年和2021年期间,WQ有所改善,反映了大流行期间人为活动减少的积极影响。除Khadakwasla外,所有地点的铁浓度均超过允许限度,表明下游铁富集受到人为过程的影响。氯化物浓度范围为15.6至536.57 mg/L,除Daund(2019)和Bundgarden and Daund(2021)外,大多数站点仍在IS 10500限制范围内,表明局部盐度胁迫。磷酸盐浓度从0.33毫克/升到43.14毫克/升不等,除Khadakwasla外,所有地点都超过了世卫组织允许的限度,造成富营养化的高风险。氯化物和磷酸盐水平升高归因于人为输入,如工业废水、污水排放和农业径流。计算了水质指标、钠吸附比和剩余碳酸钠值,确定了河水的饮用和灌溉适宜性。2019年,Vitthalwadi、Bundgarden和Kharadi的WQI值超过300,表明水不适合饮用。除了Pargaon和Daund,其他理化参数也不符合要求,其他地方的水都适合灌溉。在2020年和2021年期间,WQI显示WQ有所改善,表明大流行期间对人为活动的限制产生了积极影响。总体而言,研究结果强调了人为因素对水WQ的重大影响,并强调需要持续监测和有效管理战略,以保护用于饮用和灌溉目的的水资源。
{"title":"Water Quality Assessment of an Urban River System: Temporal and Spatial Water Quality Trends in the Mula-Mutha River, Pune, India.","authors":"Supriya Nath, Dudekula Nikhil Kumar, Jitesh Narottam Vyas, Prabhat Chandra","doi":"10.1002/wer.70300","DOIUrl":"10.1002/wer.70300","url":null,"abstract":"<p><p>River pollution is a significant global concern, as rivers have served as the foundation for the expansion of civilizations since time immemorial. The drastic increase in population, rapid industrialization, and urban expansion have caused deterioration of river ecosystems, adversely impacting agriculture, human health, and biodiversity. The Mula-Mutha River is an important river in Pune as it supplies water for irrigation and drinking purposes. This study aims to assess the physicochemical parameters of river water to determine its water quality (WQ) and examine how it has changed spatially over the years. Sampling was conducted at eight sites along the river, spanning from Khadakwasla to Daund, during the period 2019-2021. Key parameters analyzed included physicochemical parameters and the concentrations of various cations and anions. This paper discusses how spatial variations influence WQ, highlighting the contributing factors. The results show that WQ deteriorates downstream as the river enters the city where sewage discharge and effluents from various industries contribute to increasing pollution level. There was a variation in physicochemical parameters and ionic concentrations, with most parameters showing an increasing trend during the period 2019-2021. However, a significant reduction in pollution was observed at certain locations in 2021. Results indicate considerable deterioration in WQ, particularly at downstream sites. In 2019, WQI values exceeding 300 at Vitthalwadi, Bundgarden, and Kharadi classified the water as unsuitable for drinking. WQI values indicated an improvement in WQ during 2020 and 2021, reflecting the positive impact of reduced anthropogenic activities during the pandemic. Iron concentrations exceeded permissible limits at all locations except Khadakwasla, suggesting downstream iron enrichment influenced by anthropogenic processes. Chloride concentrations ranged from 15.6 to 536.57 mg/L, with most sites remaining within IS 10500 limits, except Daund (2019) and Bundgarden and Daund (2021), indicating localized salinity stress. Phosphate concentrations varied from 0.33 to 43.14 mg/L, with all sites except Khadakwasla exceeding the WHO permissible limit, posing a high risk of eutrophication. Elevated chloride and phosphate levels are attributed to anthropogenic inputs such as industrial effluents, sewage discharge, and agricultural runoff. Water quality index, sodium adsorption ratio, and residual sodium carbonate values were also calculated to determine the suitability of the river water for drinking and irrigation purposes. In 2019, Vitthalwadi, Bundgarden, and Kharadi recorded WQI values exceeding 300, indicating that the water was unsuitable for drinking. The water was found to be fit for irrigation except at Pargaon and Daund, which also showed noncompliance in other physicochemical parameters as well. WQI showed improvement in WQ during 2020 and 2021, indicating a positive impact of restrictions on anthropog","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70300"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146202790","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
This work highlights the phenomena that may occur on zinc electrodes used as sacrificial electrodes in a process for treating an effluent containing urea. Zinc ions (Zn2+) generated in situ promote coagulation, but in some cases, electrode passivation and localized corrosion can hinder dissolution and reduce treatment efficiency. For this reason, the effect of operational parameters such as current density, initial urea concentration, pH, and supporting electrolyte (NaCl) concentration on urea removal was studied in the first part. While the second part was dedicated to investigating the impact of urea and NaCl electrolyte concentrations on the electrochemical behavior of the zinc electrode, this was done by using electrochemical impedance spectroscopy (EIS), potentiodynamic polarization (PDP), and cyclic voltammetry, while surface changes were analyzed via scanning electron microscopy coupled with energy-dispersive spectroscopy and x-ray diffraction. The obtained results show that the highest urea removal was obtained with the operating conditions: current density of 22 mA/cm2, pH 10, 25 mmol/L NaCl, and an initial urea concentration of 20 mmol/L: 12 mmol/L of urea was removed, corresponding to 91 mg/L of dissolved zinc, a faradaic efficiency of 110%. With regard to the surface state of zinc, it was demonstrated that passivation through zinc oxide formation was confirmed by PDP analysis. The results revealed the presence of ZnO crystalline phases as well as surface deposits, both indicative of the development of an oxide layer, which limited further zinc dissolution and floc generation under specific EC operating conditions. Zinc corrosion behavior was strongly influenced by pH, chloride concentration, and urea levels, as evidenced by electrochemical diagnostics (polarization curves and impedance spectra). At alkaline pH and moderate chloride concentrations, enhanced zinc release was observed, while higher urea levels promoted surface degradation and oxide accumulation. These findings highlight the need to balance dissolution and passivation of electrodes to optimize EC performance for nitrogenous pollutant treatment.
{"title":"Anodic Dissolution and Passivation of Zn Electrodes in Electrocoagulation: Effect of Urea Concentration and Chloride-Induced Corrosion.","authors":"Wafa Atba, Mouna Cherifi, Kamilia Moussaoui, Sihem Abderrahmane, Samia Chettouh, Debra F Laefer, Sabir Hazourli, Grid Azzeddine","doi":"10.1002/wer.70292","DOIUrl":"https://doi.org/10.1002/wer.70292","url":null,"abstract":"<p><p>This work highlights the phenomena that may occur on zinc electrodes used as sacrificial electrodes in a process for treating an effluent containing urea. Zinc ions (Zn<sup>2+</sup>) generated in situ promote coagulation, but in some cases, electrode passivation and localized corrosion can hinder dissolution and reduce treatment efficiency. For this reason, the effect of operational parameters such as current density, initial urea concentration, pH, and supporting electrolyte (NaCl) concentration on urea removal was studied in the first part. While the second part was dedicated to investigating the impact of urea and NaCl electrolyte concentrations on the electrochemical behavior of the zinc electrode, this was done by using electrochemical impedance spectroscopy (EIS), potentiodynamic polarization (PDP), and cyclic voltammetry, while surface changes were analyzed via scanning electron microscopy coupled with energy-dispersive spectroscopy and x-ray diffraction. The obtained results show that the highest urea removal was obtained with the operating conditions: current density of 22 mA/cm<sup>2</sup>, pH 10, 25 mmol/L NaCl, and an initial urea concentration of 20 mmol/L: 12 mmol/L of urea was removed, corresponding to 91 mg/L of dissolved zinc, a faradaic efficiency of 110%. With regard to the surface state of zinc, it was demonstrated that passivation through zinc oxide formation was confirmed by PDP analysis. The results revealed the presence of ZnO crystalline phases as well as surface deposits, both indicative of the development of an oxide layer, which limited further zinc dissolution and floc generation under specific EC operating conditions. Zinc corrosion behavior was strongly influenced by pH, chloride concentration, and urea levels, as evidenced by electrochemical diagnostics (polarization curves and impedance spectra). At alkaline pH and moderate chloride concentrations, enhanced zinc release was observed, while higher urea levels promoted surface degradation and oxide accumulation. These findings highlight the need to balance dissolution and passivation of electrodes to optimize EC performance for nitrogenous pollutant treatment.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70292"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146092899","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Water quality deterioration has intensified the need for rapid and accurate assessment using modern monitoring approaches. Conventional laboratory-based techniques often suffer from delayed analysis and low sampling frequency, limiting timely decision-making. Key quantitative parameters-including pH (optimal 6.5-8.5), dissolved oxygen (DO > 5 mg/L for aquatic health), turbidity (< 1-5 NTU for drinking-water standards), electrical conductivity (250-1500 μS/cm depending on source), and Water Quality Index (WQI < 50 indicating good quality and > 100 reflecting poor conditions)-serve as essential indicators of ecosystem and human health. Recent advancements in Internet of Things (IoT) sensors, artificial intelligence (AI), and machine learning (ML) have enabled high-frequency measurements, predictive forecasting, anomaly detection, and enhanced early warning capabilities. IoT-enabled multiparameter sensing combined with ML models such as random forests, gradient boosting, and deep neural networks significantly improve accuracy in pollutant prediction and trend analysis. This review synthesizes the latest progress in IoT-, AI-, and ML-driven water quality monitoring, outlines quantitative improvements reported in recent literature, and highlights remaining technical, economic, and governance challenges influencing large-scale deployment.
{"title":"Smart Water Management: Role of IoT, AI, and Machine Learning in Water Quality Monitoring.","authors":"Papia Dutta, Smita Sarma","doi":"10.1002/wer.70249","DOIUrl":"10.1002/wer.70249","url":null,"abstract":"<p><p>Water quality deterioration has intensified the need for rapid and accurate assessment using modern monitoring approaches. Conventional laboratory-based techniques often suffer from delayed analysis and low sampling frequency, limiting timely decision-making. Key quantitative parameters-including pH (optimal 6.5-8.5), dissolved oxygen (DO > 5 mg/L for aquatic health), turbidity (< 1-5 NTU for drinking-water standards), electrical conductivity (250-1500 μS/cm depending on source), and Water Quality Index (WQI < 50 indicating good quality and > 100 reflecting poor conditions)-serve as essential indicators of ecosystem and human health. Recent advancements in Internet of Things (IoT) sensors, artificial intelligence (AI), and machine learning (ML) have enabled high-frequency measurements, predictive forecasting, anomaly detection, and enhanced early warning capabilities. IoT-enabled multiparameter sensing combined with ML models such as random forests, gradient boosting, and deep neural networks significantly improve accuracy in pollutant prediction and trend analysis. This review synthesizes the latest progress in IoT-, AI-, and ML-driven water quality monitoring, outlines quantitative improvements reported in recent literature, and highlights remaining technical, economic, and governance challenges influencing large-scale deployment.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70249"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146126658","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The development of effective and environmentally friendly bacterial attachment media remains a challenge in aquaculture wastewater treatment, particularly for systems with high organic loading such as Clarias macrocephalus ponds. In this study, a bentonite-acrylic acid hydrogel was synthesized by gamma irradiation and evaluated as a bacterial attachment medium for aquaculture wastewater treatment. The effects of composition ratio and irradiation dose on gel-forming ability, swelling behavior, and solubility were investigated to determine optimal preparation conditions. The hydrogel prepared at a bentonite-to-acrylic acid ratio of 10:1 (g/mL) and an irradiation dose of 25 kGy exhibited favorable gel properties and structural stability, making it suitable for bacterial immobilization. Two bacterial strains (B4 and B5) demonstrated strong adhesion to the attachment media and stable immobilization behavior. When applied to wastewater treatment, the combined system achieved high removal efficiencies of 99.44% COD, 99.40% BOD₅, 93.20% TP, 98.14% ammonia, 88.39% SS, and 85.21% color meeting the discharge limits of Vietnamese standards. These results indicate that the bentonite-acrylic acid hydrogel synthesized by irradiation is a promising attachment medium for enhancing biological treatment efficiency in aquaculture wastewater systems.
{"title":"Clarias macrocephalus Aquaculture Wastewater Treatment Using Bacterial Attachment Media From Bentonite and Acrylic Acid.","authors":"Lien Bich Ho, Hieu Thi Le, An The Huynh","doi":"10.1002/wer.70289","DOIUrl":"https://doi.org/10.1002/wer.70289","url":null,"abstract":"<p><p>The development of effective and environmentally friendly bacterial attachment media remains a challenge in aquaculture wastewater treatment, particularly for systems with high organic loading such as Clarias macrocephalus ponds. In this study, a bentonite-acrylic acid hydrogel was synthesized by gamma irradiation and evaluated as a bacterial attachment medium for aquaculture wastewater treatment. The effects of composition ratio and irradiation dose on gel-forming ability, swelling behavior, and solubility were investigated to determine optimal preparation conditions. The hydrogel prepared at a bentonite-to-acrylic acid ratio of 10:1 (g/mL) and an irradiation dose of 25 kGy exhibited favorable gel properties and structural stability, making it suitable for bacterial immobilization. Two bacterial strains (B4 and B5) demonstrated strong adhesion to the attachment media and stable immobilization behavior. When applied to wastewater treatment, the combined system achieved high removal efficiencies of 99.44% COD, 99.40% BOD₅, 93.20% TP, 98.14% ammonia, 88.39% SS, and 85.21% color meeting the discharge limits of Vietnamese standards. These results indicate that the bentonite-acrylic acid hydrogel synthesized by irradiation is a promising attachment medium for enhancing biological treatment efficiency in aquaculture wastewater systems.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70289"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146126592","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Microplastics (MPs) are pervasive carriers of aquatic pollutants, yet their adsorption behaviors, especially after environmental aging, remain incompletely understood. This study systematically investigated the adsorption of bisphenol A (BPA) onto four common MPs: polyvinyl chloride (PVC), polyolefin resin (PO), polypropylene (PP), and polyethylene (PE), and their ultraviolet (UV)-aged counterparts. We found that UV aging universally enhanced the adsorption capacity, with increases of up to 19% compared to pristine MPs. Aged PVC (A-PVC) exhibited the highest overall affinity. Adsorption mechanisms diverged: PO, PP, A-PVC, and A-PE followed multilayer chemical adsorption, whereas PE, A-PO, and A-PP exhibited monolayer chemical adsorption; only pristine PVC followed monolayer physical adsorption. Importantly, UV aging altered these adsorption mechanisms by modifying the surface physicochemical properties of MPs. Environmental factors significantly modulated adsorption, which increased with contact time and initial BPA concentration but decreased with higher MPs dosage and pH, peaking at 25°C and remaining unaffected by salinity. These results reveal that UV aging not only intensifies adsorption capacity but can also alter the fundamental adsorption mechanism, thereby reshaping the role of MPs as transport vectors for endocrine-disrupting compounds like BPA in aquatic environments. This study provides crucial insights for ecological risk assessment of coexisting MPs and organic pollutants.
{"title":"A Comparison of the Adsorption Behavior of Bisphenol A by Microplastics From Different Sources.","authors":"Xuanbo Wang, Xiaoye Jiang, Jing Pan","doi":"10.1002/wer.70291","DOIUrl":"https://doi.org/10.1002/wer.70291","url":null,"abstract":"<p><p>Microplastics (MPs) are pervasive carriers of aquatic pollutants, yet their adsorption behaviors, especially after environmental aging, remain incompletely understood. This study systematically investigated the adsorption of bisphenol A (BPA) onto four common MPs: polyvinyl chloride (PVC), polyolefin resin (PO), polypropylene (PP), and polyethylene (PE), and their ultraviolet (UV)-aged counterparts. We found that UV aging universally enhanced the adsorption capacity, with increases of up to 19% compared to pristine MPs. Aged PVC (A-PVC) exhibited the highest overall affinity. Adsorption mechanisms diverged: PO, PP, A-PVC, and A-PE followed multilayer chemical adsorption, whereas PE, A-PO, and A-PP exhibited monolayer chemical adsorption; only pristine PVC followed monolayer physical adsorption. Importantly, UV aging altered these adsorption mechanisms by modifying the surface physicochemical properties of MPs. Environmental factors significantly modulated adsorption, which increased with contact time and initial BPA concentration but decreased with higher MPs dosage and pH, peaking at 25°C and remaining unaffected by salinity. These results reveal that UV aging not only intensifies adsorption capacity but can also alter the fundamental adsorption mechanism, thereby reshaping the role of MPs as transport vectors for endocrine-disrupting compounds like BPA in aquatic environments. This study provides crucial insights for ecological risk assessment of coexisting MPs and organic pollutants.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70291"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146107293","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Tarini Mazumder, Dhriti Ranjan Saha, Hema Sagar Giddi
A significant advantage of membrane capacitive deionization (MCDI) lies in its ability to achieve medium to high water recovery rates. A prototype of MCDI unit demonstrated a recovery around 68% while consistently achieving salt removal efficiencies of ≥ 90% from feed water with a total dissolved solids (TDS) concentration of 1490 mg/L. However, the presence of coagulant-derived multivalent ions, particularly Fe2+, Fe3+, and Al3+, poses a challenge to long-term salt rejection efficiency. When Fe3+ or Al3+ was present at concentrations near 10 mg/L in feed water with a TDS of ~400 mg/L, the residual iron or aluminum concentration in the treated water exceeded the permissible limits defined by drinking water standards. Despite high removal efficiencies (> 90%) for key cations including Na+, Ca2+, Mg2+, Al3+, Fe2+, and Fe3+, regeneration studies revealed a distinct desorption trend: Mg2+ > Na+ > Ca2+ > Al3+ > Fe2+ ≈ Fe3+. This trend indicates that Fe3+ and Fe2+ are the most strongly retained and thus the most scale-forming ion in MCDI systems, followed by Al3+. Salt adsorption capacity of NaCl is 0.66-4.14 mg/g and modeled using the modified Donnan model effectively described the nonlinear adsorption behavior and also for all other systems with and without coagulant ions. Due to the presence of divalent ions, Donnan potential decreased compared to NaCl system without coagulant ions. The presence of coagulant ions further decreased the Donnan potential. Energy consumed 68.2-78.6 kT/ion and mostly increased to 60.6-101.3 kT/ion during partially choked condition. Post-operational surface analyses using x-ray photoelectron spectroscopy (XPS) and energy-dispersive spectroscopy (EDS) confirmed the accumulation of these metal ions on the carbon electrode surfaces. The observed deposition of oxide and hydroxide of coagulant ions significantly impacts long-term MCDI performance, underscoring the need for pretreatment strategies and electrode material optimization to enhance the sustainability and effectiveness of MCDI in domestic water purification applications.
{"title":"Investigating the Impact of Iron and Aluminum Coagulants on the Performance of Capacitive Deionization Technology for Domestic Water Purification.","authors":"Tarini Mazumder, Dhriti Ranjan Saha, Hema Sagar Giddi","doi":"10.1002/wer.70278","DOIUrl":"10.1002/wer.70278","url":null,"abstract":"<p><p>A significant advantage of membrane capacitive deionization (MCDI) lies in its ability to achieve medium to high water recovery rates. A prototype of MCDI unit demonstrated a recovery around 68% while consistently achieving salt removal efficiencies of ≥ 90% from feed water with a total dissolved solids (TDS) concentration of 1490 mg/L. However, the presence of coagulant-derived multivalent ions, particularly Fe<sup>2+</sup>, Fe<sup>3+</sup>, and Al<sup>3+</sup>, poses a challenge to long-term salt rejection efficiency. When Fe<sup>3+</sup> or Al<sup>3+</sup> was present at concentrations near 10 mg/L in feed water with a TDS of ~400 mg/L, the residual iron or aluminum concentration in the treated water exceeded the permissible limits defined by drinking water standards. Despite high removal efficiencies (> 90%) for key cations including Na<sup>+</sup>, Ca<sup>2+</sup>, Mg<sup>2+</sup>, Al<sup>3+</sup>, Fe<sup>2+</sup>, and Fe<sup>3+</sup>, regeneration studies revealed a distinct desorption trend: Mg<sup>2+</sup> > Na<sup>+</sup> > Ca<sup>2+</sup> > Al<sup>3+</sup> > Fe<sup>2+</sup> ≈ Fe<sup>3+</sup>. This trend indicates that Fe<sup>3+</sup> and Fe<sup>2+</sup> are the most strongly retained and thus the most scale-forming ion in MCDI systems, followed by Al<sup>3+</sup>. Salt adsorption capacity of NaCl is 0.66-4.14 mg/g and modeled using the modified Donnan model effectively described the nonlinear adsorption behavior and also for all other systems with and without coagulant ions. Due to the presence of divalent ions, Donnan potential decreased compared to NaCl system without coagulant ions. The presence of coagulant ions further decreased the Donnan potential. Energy consumed 68.2-78.6 kT/ion and mostly increased to 60.6-101.3 kT/ion during partially choked condition. Post-operational surface analyses using x-ray photoelectron spectroscopy (XPS) and energy-dispersive spectroscopy (EDS) confirmed the accumulation of these metal ions on the carbon electrode surfaces. The observed deposition of oxide and hydroxide of coagulant ions significantly impacts long-term MCDI performance, underscoring the need for pretreatment strategies and electrode material optimization to enhance the sustainability and effectiveness of MCDI in domestic water purification applications.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70278"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146067311","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Salvador Villamizar, Aymer Maturana-Cordoba, Ricardo Mejía-Marchena, Joseph Soto-Verjel, Angelo Soto-Vergel
Exergy analysis provides a unified framework for assessing environmental, technical, and economic aspects in energy terms, enabling the identification of irreversibilities that reduce process efficiency. In wastewater treatment, its application remains limited, focusing on municipal effluents and chemical exergy derived from chemical oxygen demand. This study proposes an advanced exergy analysis model for wastewater treatment, structured in three phases: (i) system data, (ii) exergy analysis, and (iii) optimization through exergoenvironmental, exergoeconomic, and exergotechnical indicators, statistically assessed using the desirability function approach (DFA). The model was validated using a case study of a leachate treatment system that combined coagulation-flocculation, three photo-Fenton configurations, and activated sludge. The highest desirability (0.59) in exergy terms for the pretreatment was achieved with 1 g L-1 iron chloride at pH 5, while DFA was 0.74 in the photo-Fenton process involved pretreated leachate with residual iron (0.08 g L-1 of iron) and a single 2.5 g L-1 dose of hydrogen peroxide followed by biological treatment. Irreversibilities were greatest in the biological stage due to electricity demand followed by influent composition, reagent consumption, and sludge generation. The model offers robust criteria for optimizing treatment design and supports the achievement of Sustainable Development Goals 6, 11, and 12.
能源分析为评估能源方面的环境、技术和经济方面提供了一个统一的框架,使识别降低过程效率的不可逆性成为可能。在废水处理方面,其应用仍然有限,主要集中在城市污水和由化学需氧量产生的化学火用。本研究提出了一个污水处理的先进的火用分析模型,分为三个阶段:(i)系统数据,(ii)火用分析,(iii)通过火用环境,火用经济和火用技术指标进行优化,使用期望函数方法(DFA)进行统计评估。该模型通过一个渗滤液处理系统的案例研究进行了验证,该系统结合了混凝-絮凝、三种光- fenton配置和活性污泥。在火用条件下,使用pH为5的1g L-1氯化铁达到了最高的预期效果(0.59),而在光- fenton工艺中,使用残余铁(0.08 g L-1铁)预处理的渗滤液和2.5 g L-1剂量的双氧水进行生物处理,DFA为0.74。不可逆性在生物阶段最大,原因是电力需求,其次是进水成分、试剂消耗和污泥产生。该模型为优化治疗设计提供了可靠的标准,并支持实现可持续发展目标6、11和12。
{"title":"Exergy Analysis for Evaluating the Performance of an Integrated Leachate Treatment System.","authors":"Salvador Villamizar, Aymer Maturana-Cordoba, Ricardo Mejía-Marchena, Joseph Soto-Verjel, Angelo Soto-Vergel","doi":"10.1002/wer.70306","DOIUrl":"10.1002/wer.70306","url":null,"abstract":"<p><p>Exergy analysis provides a unified framework for assessing environmental, technical, and economic aspects in energy terms, enabling the identification of irreversibilities that reduce process efficiency. In wastewater treatment, its application remains limited, focusing on municipal effluents and chemical exergy derived from chemical oxygen demand. This study proposes an advanced exergy analysis model for wastewater treatment, structured in three phases: (i) system data, (ii) exergy analysis, and (iii) optimization through exergoenvironmental, exergoeconomic, and exergotechnical indicators, statistically assessed using the desirability function approach (DFA). The model was validated using a case study of a leachate treatment system that combined coagulation-flocculation, three photo-Fenton configurations, and activated sludge. The highest desirability (0.59) in exergy terms for the pretreatment was achieved with 1 g L<sup>-1</sup> iron chloride at pH 5, while DFA was 0.74 in the photo-Fenton process involved pretreated leachate with residual iron (0.08 g L<sup>-1</sup> of iron) and a single 2.5 g L<sup>-1</sup> dose of hydrogen peroxide followed by biological treatment. Irreversibilities were greatest in the biological stage due to electricity demand followed by influent composition, reagent consumption, and sludge generation. The model offers robust criteria for optimizing treatment design and supports the achievement of Sustainable Development Goals 6, 11, and 12.</p>","PeriodicalId":23621,"journal":{"name":"Water Environment Research","volume":"98 2","pages":"e70306"},"PeriodicalIF":1.9,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146166900","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}