Javiera Gutiérrez , Ana María Leiva , Gloria Gómez , Gladys Vidal
{"title":"垂直潜流人工湿地处理商业洗衣废水的性能:设计和运行参数的影响","authors":"Javiera Gutiérrez , Ana María Leiva , Gloria Gómez , Gladys Vidal","doi":"10.1016/j.jwpe.2025.107951","DOIUrl":null,"url":null,"abstract":"<div><div>Constructed wetlands (CWs) are being increasingly considered for the treatment of greywater (GW) from commercial laundry sources. However, limited information is available on how operational and design parameters influence CW performance. This study aimed to evaluate the performance of vertical subsurface flow constructed wetlands (VSSFCWs) for the treatment of commercial laundry GW with a focus on the effects of design and operational parameters. The operation of two lab-scale VSSFCWs was divided into three stages, during which ORLs progressively increased and HRTs decreased. One VSSFCW was filled with zeolite (Zeo), while the other used gravel (Gra). In Stage III, both systems achieved removal efficiencies of 73–86 % for chemical oxygen demand (COD), 72–84 % for ammonium‑nitrogen (NH₄<sup>+</sup>-N), and 68–89 % for phosphate‑phosphorus (PO₄<sup>3−</sup>-P), indicating a significant improvement (<em>p</em> < 0.05) as OLR increased from 12.3 to 49.9 g·COD/m<sup>2</sup>·d and HRT decreased from 10 to 3.5 days. In all stages, the Zeo system outperformed Gra by 19–33 % in terms of organic matter and nutrient removal (<em>p</em> < 0.05). Additionally, the Freundlich isotherm model revealed a reduction in the sorption capacity of the used zeolite to 0.004 mg/g, which was 1 to 5 times lower than the control zeolite. These findings emphasize the importance of optimizing operational parameters and selecting appropriate support media for the effective and sustainable reuse of commercial laundry GW.</div></div>","PeriodicalId":17528,"journal":{"name":"Journal of water process engineering","volume":"75 ","pages":"Article 107951"},"PeriodicalIF":6.3000,"publicationDate":"2025-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Performance of vertical subsurface flow constructed wetlands for commercial laundry greywater treatment: Effects of design and operational parameters\",\"authors\":\"Javiera Gutiérrez , Ana María Leiva , Gloria Gómez , Gladys Vidal\",\"doi\":\"10.1016/j.jwpe.2025.107951\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Constructed wetlands (CWs) are being increasingly considered for the treatment of greywater (GW) from commercial laundry sources. However, limited information is available on how operational and design parameters influence CW performance. This study aimed to evaluate the performance of vertical subsurface flow constructed wetlands (VSSFCWs) for the treatment of commercial laundry GW with a focus on the effects of design and operational parameters. The operation of two lab-scale VSSFCWs was divided into three stages, during which ORLs progressively increased and HRTs decreased. One VSSFCW was filled with zeolite (Zeo), while the other used gravel (Gra). In Stage III, both systems achieved removal efficiencies of 73–86 % for chemical oxygen demand (COD), 72–84 % for ammonium‑nitrogen (NH₄<sup>+</sup>-N), and 68–89 % for phosphate‑phosphorus (PO₄<sup>3−</sup>-P), indicating a significant improvement (<em>p</em> < 0.05) as OLR increased from 12.3 to 49.9 g·COD/m<sup>2</sup>·d and HRT decreased from 10 to 3.5 days. In all stages, the Zeo system outperformed Gra by 19–33 % in terms of organic matter and nutrient removal (<em>p</em> < 0.05). Additionally, the Freundlich isotherm model revealed a reduction in the sorption capacity of the used zeolite to 0.004 mg/g, which was 1 to 5 times lower than the control zeolite. These findings emphasize the importance of optimizing operational parameters and selecting appropriate support media for the effective and sustainable reuse of commercial laundry GW.</div></div>\",\"PeriodicalId\":17528,\"journal\":{\"name\":\"Journal of water process engineering\",\"volume\":\"75 \",\"pages\":\"Article 107951\"},\"PeriodicalIF\":6.3000,\"publicationDate\":\"2025-05-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of water process engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214714425010232\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CHEMICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of water process engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214714425010232","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CHEMICAL","Score":null,"Total":0}
Performance of vertical subsurface flow constructed wetlands for commercial laundry greywater treatment: Effects of design and operational parameters
Constructed wetlands (CWs) are being increasingly considered for the treatment of greywater (GW) from commercial laundry sources. However, limited information is available on how operational and design parameters influence CW performance. This study aimed to evaluate the performance of vertical subsurface flow constructed wetlands (VSSFCWs) for the treatment of commercial laundry GW with a focus on the effects of design and operational parameters. The operation of two lab-scale VSSFCWs was divided into three stages, during which ORLs progressively increased and HRTs decreased. One VSSFCW was filled with zeolite (Zeo), while the other used gravel (Gra). In Stage III, both systems achieved removal efficiencies of 73–86 % for chemical oxygen demand (COD), 72–84 % for ammonium‑nitrogen (NH₄+-N), and 68–89 % for phosphate‑phosphorus (PO₄3−-P), indicating a significant improvement (p < 0.05) as OLR increased from 12.3 to 49.9 g·COD/m2·d and HRT decreased from 10 to 3.5 days. In all stages, the Zeo system outperformed Gra by 19–33 % in terms of organic matter and nutrient removal (p < 0.05). Additionally, the Freundlich isotherm model revealed a reduction in the sorption capacity of the used zeolite to 0.004 mg/g, which was 1 to 5 times lower than the control zeolite. These findings emphasize the importance of optimizing operational parameters and selecting appropriate support media for the effective and sustainable reuse of commercial laundry GW.
期刊介绍:
The Journal of Water Process Engineering aims to publish refereed, high-quality research papers with significant novelty and impact in all areas of the engineering of water and wastewater processing . Papers on advanced and novel treatment processes and technologies are particularly welcome. The Journal considers papers in areas such as nanotechnology and biotechnology applications in water, novel oxidation and separation processes, membrane processes (except those for desalination) , catalytic processes for the removal of water contaminants, sustainable processes, water reuse and recycling, water use and wastewater minimization, integrated/hybrid technology, process modeling of water treatment and novel treatment processes. Submissions on the subject of adsorbents, including standard measurements of adsorption kinetics and equilibrium will only be considered if there is a genuine case for novelty and contribution, for example highly novel, sustainable adsorbents and their use: papers on activated carbon-type materials derived from natural matter, or surfactant-modified clays and related minerals, would not fulfil this criterion. The Journal particularly welcomes contributions involving environmentally, economically and socially sustainable technology for water treatment, including those which are energy-efficient, with minimal or no chemical consumption, and capable of water recycling and reuse that minimizes the direct disposal of wastewater to the aquatic environment. Papers that describe novel ideas for solving issues related to water quality and availability are also welcome, as are those that show the transfer of techniques from other disciplines. The Journal will consider papers dealing with processes for various water matrices including drinking water (except desalination), domestic, urban and industrial wastewaters, in addition to their residues. It is expected that the journal will be of particular relevance to chemical and process engineers working in the field. The Journal welcomes Full Text papers, Short Communications, State-of-the-Art Reviews and Letters to Editors and Case Studies