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Biosurfactant-producing bacteria counteract hydrocarbon-driven delay of sulfolane migration in groundwater. 产生生物表面活性剂的细菌抵消了烃类驱动的地下水中环己烷迁移的延迟。
Pub Date : 2025-01-01 Epub Date: 2025-05-20 DOI: 10.1007/s43832-025-00228-8
Erica Pensini, Caitlyn Hsiung, Alejandro G Marangoni

Sulfolane is a worldwide water-soluble pollutant, which typically migrates rapidly in impacted aquifers, with risks to water bodies and drinking water wells. Sulfolane migration may be delayed in sites co-polluted by hydrocarbons, which move more slowly and in which sulfolane partitions. However, when bacteria such as Pseudomonas aeruginosa aerobically biodegrade hydrocarbons and sulfolane, they generate biosurfactants (such as rhamnolipids). These enclose sulfolane within micelles and droplets, as seen by optical microscopy, and hamper its partitioning into hydrocarbons, as shown by Fourier transform infrared spectroscopy. Therefore, biosurfactants have the potential to accelerate sulfolane migration in groundwater, compared to scenarios where biosurfactant-producing bacteria are absent. These findings will aid safe management of impacted sites, where aerobic bacterial bioremediation is used for pollutant clean-up. When aerobic bacterial activity is promoted to enable pollutant biodegradation, sulfolane migration may accelerate before clean-up is complete, begging for careful monitoring of pollutant plumes.

Graphical abstract:

环己烷是一种世界性的水溶性污染物,在受影响的含水层中迁移迅速,对水体和饮用水井存在风险。在被碳氢化合物共污染的地点,环己烷的迁移可能会延迟,因为碳氢化合物的迁移速度较慢,环己烷在其中分散。然而,当细菌如铜绿假单胞菌需氧生物降解碳氢化合物和亚砜时,它们会产生生物表面活性剂(如鼠李糖脂)。在光学显微镜下,这些物质将亚砜包裹在胶束和液滴中,并阻碍其分解成碳氢化合物,如傅里叶变换红外光谱所示。因此,与产生生物表面活性剂的细菌不存在的情况相比,生物表面活性剂有可能加速地下水中亚砜的迁移。这些发现将有助于受影响地点的安全管理,在这些地方,好氧细菌生物修复法被用于污染物清理。当需氧细菌活性被促进以使污染物生物降解时,在清理完成之前,亚砜的迁移可能会加速,因此需要仔细监测污染物羽流。图形化的简介:
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引用次数: 0
Water security in Mbagathi and Stony Athi catchments within Kenya's SGR corridor under environmental and socio-economic change. 环境和社会经济变化下肯尼亚SGR走廊内Mbagathi和Stony Athi流域的水安全。
Pub Date : 2025-01-01 Epub Date: 2025-07-09 DOI: 10.1007/s43832-025-00251-9
Catherine C Sang, Daniel O Olago

Water insecurity, driven by urbanization, population growth, land use and climate change, poses a global challenge. This study examines water supply and demand trends in the Mbagathi-Stony Athi sub-catchments, highlighting urbanization's impact in a semi-arid context. Using GIS, and the WEAP model, various scenarios were simulated. Results show annual rainfall increased insignificantly (p = 0.61) from 1981 to 2019. By 2063, rainfall is projected to rise by 12.43% (RCP 4.5) and 21.02% (RCP 8.5). Mean temperature increased by 0.88 °C (1981-2019) and is projected to rise by 1.70 °C (RCP 4.5) and 1.75 °C (RCP 8.5) by 2063. Land use analysis (2000-2019) showed a 53.67% increase in built-up areas and a 99.32% decline in wetlands. Between 2000 and 2019, the annual supply, demand, and unmet demand increased by 171.64%, 147.56%, and 73%, respectively. Land use changes between 2000 and 2019, particularly the increase in shrublands and decline in bare land, contributed to a 25.51% decrease in surface runoff and a 3.55% rise in total annual evapotranspiration. Future projections indicate surface runoff decreases of up to 4.47% under RCP 4.5 and increases of 9.38% under RCP 8.5. Potential evapotranspiration is projected to rise by 23.39% (reference), 16.44% (RCP 4.5), and 11.19% (RCP 8.5). Water demand will increase across all scenarios, peaking at 184% under high urbanization, while unmet demand will rise by up to 162.47% under irrigation expansion. Water scarcity is expected to worsen due to climate change, population growth, and land use shifts. These findings inform sustainable water resource management in development corridors.

由城市化、人口增长、土地利用和气候变化驱动的水不安全是一项全球性挑战。本研究考察了Mbagathi-Stony Athi子集水区的供水和需求趋势,强调了城市化在半干旱环境下的影响。利用GIS和WEAP模型对不同场景进行了模拟。结果表明:1981 ~ 2019年,年降水量增加不显著(p = 0.61)。到2063年,预计降雨量将增加12.43% (RCP 4.5)和21.02% (RCP 8.5)。1981-2019年平均气温上升0.88°C,预计到2063年将分别上升1.70°C (RCP 4.5)和1.75°C (RCP 8.5)。2000-2019年土地利用分析显示,建成区面积增加53.67%,湿地面积减少99.32%。2000年至2019年,年供应量、需求和未满足需求分别增长了171.64%、147.56%和73%。2000年至2019年的土地利用变化,特别是灌丛地的增加和裸地的减少,导致地表径流减少25.51%,年总蒸散量增加3.55%。未来预测表明,在RCP 4.5下,地表径流量减少4.47%,在RCP 8.5下,地表径流量增加9.38%。潜在蒸散量预计将增加23.39%(参考值)、16.44% (RCP 4.5)和11.19% (RCP 8.5)。在所有情景下,水需求都将增加,在高度城市化的情况下,水需求将达到184%的峰值,而在灌溉扩张的情况下,未满足的需求将增加162.47%。由于气候变化、人口增长和土地利用转变,水资源短缺预计会加剧。这些发现为发展走廊的可持续水资源管理提供了信息。
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引用次数: 0
Towards low energy greywater treatment of surfactants and pathogens. 低能灰水处理表面活性剂和病原体的研究。
Pub Date : 2025-01-01 Epub Date: 2025-10-28 DOI: 10.1007/s43832-025-00295-x
Zachary Bogart, Aksana Atrashkevich, Jirapat Ananpattarachai, Shahnawaz Sinha, Sergi Garcia-Segura, Paul Westerhoff

Greywater reuse in households and off-grid applications is growing in response to water scarcity. Effective treatment technologies must balance water quality, efficiency, and low energy or chemical inputs. This study presents a low-energy, non-biological greywater treatment system using foam fractionation and in situ electrochlorination, leveraging ambient chloride in greywater. Designed for handwashing stations and household reuse, the system treats up to 450 L day- 1 using < 1 kWh day- 1 of energy with no chemical dosing. Among six screened physical-chemical processes, foam fractionation was the only method achieving > 80% COD removal with high water recovery. Smaller diffuser pore sizes and lower air flowrates improved COD removal by increasing bubble surface area, though at the cost of water recovery. Pulsed aeration improved water recovery by ~ 20% with minimal COD performance loss. Surfactant behavior, correlated with the critical micelle concentration (CMC), strongly influenced foam stability and COD removal. Both free and combined chlorine residuals were successfully generated via in situ electrochlorination, using only the chloride ions naturally present in greywater. In situ electrochlorination following foam treatment generated up to 0.53 mg L- 1 of residual chlorine. Foam fractionation with small-pore diffusers removed surfactants and other compounds that inhibit chlorine generation, such as CAPB, SDS, and anions, improving disinfection outcomes. The system achieved > 70% COD removal and > 80% water recovery. This integrated, chemical-free system provides a promising solution for decentralized greywater reuse. With further optimization, it may consistently achieve < 50 mg L- 1 COD and adequate disinfection, supporting sustainable hygiene in low-resource settings.

Supplementary information: The online version contains supplementary material available at 10.1007/s43832-025-00295-x.

为了应对水资源短缺,家庭和离网应用中的灰水再利用正在增长。有效的处理技术必须平衡水质、效率和低能源或化学投入。本研究提出了一种低能耗、非生物灰水处理系统,采用泡沫分馏和原位电氯化,利用灰水中的环境氯化物。该系统专为洗手站和家庭再利用而设计,每天处理高达450升,使用1 - 1的能源,无需化学剂量。在筛选的6种物化工艺中,泡沫分馏是唯一一种COD去除率达到80%、水回收率高的方法。较小的扩散器孔径和较低的空气流量通过增加气泡表面积来提高COD的去除率,但以水的回收为代价。脉冲曝气使水回收率提高了20%,COD性能损失最小。表面活性剂的行为与临界胶束浓度(CMC)相关,对泡沫稳定性和COD去除率有很大影响。通过原位电氯化,仅使用灰水中天然存在的氯离子,成功地产生了游离氯和组合氯残留物。泡沫处理后的原位电氯化产生的余氯高达0.53 mg L- 1。使用小孔扩散器的泡沫分馏法去除表面活性剂和其他抑制氯生成的化合物,如CAPB、SDS和阴离子,从而改善消毒效果。该系统达到了70%的COD去除率和80%的水回收率。这种集成的无化学品系统为分散的灰水再利用提供了一个有前途的解决方案。通过进一步优化,它可以始终实现- 1 COD和充分消毒,支持低资源环境中的可持续卫生。补充信息:在线版本包含补充资料,提供地址为10.1007/s43832-025-00295-x。
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引用次数: 0
Optimizing water supply systems in developing regions: a sustainable approach using ESCO model system for urban water supply in Dehradun, India 优化发展中地区的供水系统:利用 ESCO 模型系统为印度德拉敦城市供水提供可持续方法
Pub Date : 2024-08-09 DOI: 10.1007/s43832-024-00107-8
Paritosh Singh Rana, Ram Swaroop Uniyal, Krishana Pallava Chamola, Ashish Kumar Srivastava
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引用次数: 0
Minimum environmental flow assessment: a fuzzy TOPSIS decision-making system for selecting the best approach 最小环境流量评估:选择最佳方法的模糊 TOPSIS 决策系统
Pub Date : 2024-08-08 DOI: 10.1007/s43832-024-00113-w
M. Sedighkia, B. Datta
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引用次数: 0
Investigation and detection of multiple antibiotic-resistant pathogenic bacteria in municipal wastewater of Dhaka city 调查和检测达卡市城市污水中的多种耐抗生素病原菌
Pub Date : 2024-07-27 DOI: 10.1007/s43832-024-00114-9
Abu Bakkar Siddique, Atia Munni, Maruf Hasan, Rayhan Raj, Md. Abdul Mutalib, Md. Tajuddin Sikder, Tatsufumi Okino, Ayesha Ahmed, Md. Shakhaoat Hossain
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引用次数: 0
Drought trend and its association with land surface temperature (LST) over homogeneous drought regions of India (2001–2019) 印度同质干旱地区的干旱趋势及其与地表温度(LST)的关系(2001-2019 年)
Pub Date : 2024-07-26 DOI: 10.1007/s43832-024-00115-8
Animesh Choudhury
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引用次数: 0
Geospatial insights into groundwater contamination from urban and industrial effluents in Faisalabad 费萨拉巴德城市和工业废水对地下水污染的地理空间分析
Pub Date : 2024-07-24 DOI: 10.1007/s43832-024-00110-z
Abdul Quddoos, Khalid Muhmood, Iram Naz, Rana Waqar Aslam, Syed Yasir Usman
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引用次数: 0
Phosphorus removal by free water surface constructed wetlands for the wastewater treatment: bibliometric and bibliographic review 利用自由水体表面建造的湿地进行废水处理除磷:文献计量学和文献综述
Pub Date : 2024-07-23 DOI: 10.1007/s43832-023-00050-0
Renato Zimiani de Paula, Luciane Fontana, T. A. de Jesus
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引用次数: 0
Hydrogeochemical and stable isotope characteristics of the Shinile and Fafen-Jerer catchment of eastern Ethiopia 埃塞俄比亚东部 Shinile 和 Fafen-Jerer 流域的水文地球化学和稳定同位素特征
Pub Date : 2024-07-19 DOI: 10.1007/s43832-024-00100-1
Tesema Kebede Seifu
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Discover Water
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