Reed rootfelt for constructed wetlands

I. Plume
{"title":"Reed rootfelt for constructed wetlands","authors":"I. Plume","doi":"10.15626/eco-tech.2001.019","DOIUrl":null,"url":null,"abstract":"The resources of lakes' overgrowth biomass increases in result of eutrofication process inmore than 2000 lakes in Latvia. Usage of lake reed rootfelt for filling of constructed wetlandscan improve leachate treatment at a beginning period of operation and especially applicable intreatment plants with limited area. Physical and chemical properties of Reed rootfelt of lakeZebras were investigated to evaluate possibilities for rootfelt usage in constructed wetlands.The Reed rootfelt coalesces with the ground in coastal zone and is floating in the deeper areasof lake. Thickness of floating reed rootfelt layer varies from 0.25 to 0.8 m. Density (withoutgravitational water) of reed rootfelt varies from 550 kg/ml at a surface to 1058 kg/m' indeeper layers if the rootfelt coalesces with ground. Investigated average density is 505 kg/mland 814 kg/ml for floated overgrowth and rootfelt coalesced with ground respectively. Themoisture content (without gravitational water, dry basis) of freshly removed floated rootfeltchanges from 523 % at a surface to 706 % in deeper layer. If rootfelt was dried and moistenedonce more, moisture content remain practically same at a surface (498 %) and decreases 3times in deeper layer (226 %). Investigated average organic matter content were 77 % forfloating rootfelt and 49 % for rootfelt coalescing with ground. The specific energy of rootfeltcutting is 8,6 kJ/m2 for oscillating saw, 18.1 kJ/m2 for vertical blade and IO kJ/m2 for bladesloped in 45°. Acceptable technology for rootfelt removal includes partitioning of overgrowthin pieces and/or layers by manually operated or powered cutters and floating of pieces ofrootfelt to coastal stockpile. Pre-treatment of rootfelt includes washing out of inorganicsediments, draining of the excess (gravitational) water and drying slightly only, to preservegrowing ability of rootfelt. Thickness of rootfelt pieces can be increased for filling of areaclose to inlets in constructed wetlands to provide additional structure for enchancedflocculation and sedimentation. Methods of rootfelt pieces removal, handling andtransportation avoid destruction of removed biomass and ensure high initial growing ability.","PeriodicalId":321575,"journal":{"name":"Linnaeus Eco-Tech","volume":"19 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-06-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Linnaeus Eco-Tech","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.15626/eco-tech.2001.019","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

The resources of lakes' overgrowth biomass increases in result of eutrofication process inmore than 2000 lakes in Latvia. Usage of lake reed rootfelt for filling of constructed wetlandscan improve leachate treatment at a beginning period of operation and especially applicable intreatment plants with limited area. Physical and chemical properties of Reed rootfelt of lakeZebras were investigated to evaluate possibilities for rootfelt usage in constructed wetlands.The Reed rootfelt coalesces with the ground in coastal zone and is floating in the deeper areasof lake. Thickness of floating reed rootfelt layer varies from 0.25 to 0.8 m. Density (withoutgravitational water) of reed rootfelt varies from 550 kg/ml at a surface to 1058 kg/m' indeeper layers if the rootfelt coalesces with ground. Investigated average density is 505 kg/mland 814 kg/ml for floated overgrowth and rootfelt coalesced with ground respectively. Themoisture content (without gravitational water, dry basis) of freshly removed floated rootfeltchanges from 523 % at a surface to 706 % in deeper layer. If rootfelt was dried and moistenedonce more, moisture content remain practically same at a surface (498 %) and decreases 3times in deeper layer (226 %). Investigated average organic matter content were 77 % forfloating rootfelt and 49 % for rootfelt coalescing with ground. The specific energy of rootfeltcutting is 8,6 kJ/m2 for oscillating saw, 18.1 kJ/m2 for vertical blade and IO kJ/m2 for bladesloped in 45°. Acceptable technology for rootfelt removal includes partitioning of overgrowthin pieces and/or layers by manually operated or powered cutters and floating of pieces ofrootfelt to coastal stockpile. Pre-treatment of rootfelt includes washing out of inorganicsediments, draining of the excess (gravitational) water and drying slightly only, to preservegrowing ability of rootfelt. Thickness of rootfelt pieces can be increased for filling of areaclose to inlets in constructed wetlands to provide additional structure for enchancedflocculation and sedimentation. Methods of rootfelt pieces removal, handling andtransportation avoid destruction of removed biomass and ensure high initial growing ability.
人工湿地芦苇根毡
拉脱维亚2000多个湖泊的富营养化过程导致湖泊过度生长生物量资源增加。利用湖芦苇毛毡填埋人工湿地,可改善初期的渗滤液处理,特别适用于面积有限的污水处理厂。研究了斑马湖芦苇毡的理化性质,评价了芦苇毡在人工湿地中的应用前景。芦苇根毡在海岸带与地面结合,漂浮在湖的较深处。浮簧根毡层厚度为0.25 ~ 0.8 m。芦苇根毡的密度(不含重力水)从表层550 kg/ml到深层1058 kg/m不等,如果根毡与地面结合。调查的平均密度分别为505 kg/ml和814 kg/ml。刚除去的浮根毡的含水率(无重力水,干基)从表层的523%变化到深层的706%。如果根毡再次干燥和湿润,表面的水分含量几乎保持不变(498%),而深层的水分含量下降3倍(226%)。调查的平均有机质含量为漂浮的77%,与地面结合的49%。振荡锯切比能为8.6 kJ/m2,垂直锯切比能为18.1 kJ/m2,倾斜45°锯切比能为1 kJ/m2。可接受的去除根毡的技术包括:用人工操作或动力切割器将过度生长的根毡块和/或层分开,并将根毡块漂浮到沿海储存库。根毡的预处理包括洗去无机物沉积物,排出多余的(重力)水,稍微干燥,以保持根毡的生长能力。在人工湿地靠近入口的区域,可增加根毡片的厚度,为增强絮凝和沉淀提供额外的结构。去除、处理和运输的方法避免了去除的生物量的破坏,并确保了高的初始生长能力。
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