Community Wastewater Treatment with Attached Growth Assisted Constructed Wetland Reactor

N. Ingole, M. Gulhane
{"title":"Community Wastewater Treatment with Attached Growth Assisted Constructed Wetland Reactor","authors":"N. Ingole, M. Gulhane","doi":"10.21013/JTE.ICSESD201731","DOIUrl":null,"url":null,"abstract":"Constructed wetlands are systems of artificial wastewater treatment which consists of shallow ponds or channels that have been planted with aquatic plants. The treatment is based on the natural, biological, physical and chemical treatment of wastewater. The technique is reported to be cost effective as compared to other methods. The constructed wetlands have impermeable clay or synthetic coatings and artificial structures for controlling the direction of flow, liquid retention time and the water level. However, there are certain limitations of constructed wetland system, which need improvement for its wide adoptability. As such the effort was made to assist the constructed wetland system with attached growth system with the aim to design an economical and user friendly waste water treatment option for the small community. The laboratory scale model was fabricated using GI sheet of thickness 0.5 mm. The overall capacity of the model was 275 L. The laboratory scale reactor model consisted of four compartments out of which first three compartments were based on attached growth system and the fourth compartment acted as constructed wetland reactor. All the three compartments were packed with different types of artificial, semi-artificial and natural media. The fourth compartment consisted of media packed from bottom as aerocon stone layers 03 in numbers followed by snail shell, followed by a soil layer of 80 mm thick which holds the plants in rows. The reactor was operated as continuous flow reactor with varying detention time and change of different type of media packed in the reactor. The performance of Customized Constructed Wetland reactor was observed under various operating conditions for removal of BOD, COD and TS parameters. The paper presents the details regarding the development of the reactor model, operation of the reactor model and results obtained during the course of study. The paper also cover the discussion regarding the improved performance of reactor noted during the study and adoptability of the developed reactor model for community waste treatment.","PeriodicalId":269688,"journal":{"name":"IRA-International Journal of Technology & Engineering","volume":"23 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2017-07-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"IRA-International Journal of Technology & Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.21013/JTE.ICSESD201731","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Constructed wetlands are systems of artificial wastewater treatment which consists of shallow ponds or channels that have been planted with aquatic plants. The treatment is based on the natural, biological, physical and chemical treatment of wastewater. The technique is reported to be cost effective as compared to other methods. The constructed wetlands have impermeable clay or synthetic coatings and artificial structures for controlling the direction of flow, liquid retention time and the water level. However, there are certain limitations of constructed wetland system, which need improvement for its wide adoptability. As such the effort was made to assist the constructed wetland system with attached growth system with the aim to design an economical and user friendly waste water treatment option for the small community. The laboratory scale model was fabricated using GI sheet of thickness 0.5 mm. The overall capacity of the model was 275 L. The laboratory scale reactor model consisted of four compartments out of which first three compartments were based on attached growth system and the fourth compartment acted as constructed wetland reactor. All the three compartments were packed with different types of artificial, semi-artificial and natural media. The fourth compartment consisted of media packed from bottom as aerocon stone layers 03 in numbers followed by snail shell, followed by a soil layer of 80 mm thick which holds the plants in rows. The reactor was operated as continuous flow reactor with varying detention time and change of different type of media packed in the reactor. The performance of Customized Constructed Wetland reactor was observed under various operating conditions for removal of BOD, COD and TS parameters. The paper presents the details regarding the development of the reactor model, operation of the reactor model and results obtained during the course of study. The paper also cover the discussion regarding the improved performance of reactor noted during the study and adoptability of the developed reactor model for community waste treatment.
附着式生长辅助人工湿地反应器处理社区污水
人工湿地是人工污水处理系统,由种植了水生植物的浅池塘或渠道组成。该处理是基于对废水的自然、生物、物理和化学处理。据报道,与其他方法相比,该技术具有成本效益。人工湿地具有不透水的粘土或合成涂层和人工结构,用于控制水流方向、液体滞留时间和水位。然而,人工湿地系统也存在一定的局限性,其广泛的适用性有待改进。因此,我们努力协助人工湿地系统和附加的生长系统,目的是为小社区设计一个经济和用户友好的废水处理方案。采用厚度为0.5 mm的GI板制作实验室比例模型。实验规模反应器模型由4个隔间组成,其中前3个隔间为附着生长系统,第4个隔间为人工湿地反应器。所有三个隔间都装满了不同类型的人工、半人工和自然介质。第四个隔间是由从底部包装的介质组成的,其中有03层的空气石层,然后是蜗牛壳,然后是80毫米厚的土层,将植物排成一行。反应器作为连续流反应器运行,不同停留时间和反应器内不同类型介质的变化。对定制人工湿地反应器在不同操作条件下的BOD、COD和TS参数去除性能进行了观察。本文详细介绍了反应器模型的研制、运行情况和研究过程中取得的成果。本文还讨论了在研究过程中所注意到的反应器性能的改进以及所开发的反应器模型在社区废物处理中的可采用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信