Laboratory Studies on Granular Filters and Their Relationship to Geotextiles for Stormwater Pollutant Reduction

Applications of geotextiles within tertiary stormwater treatment systems and for stormwater infiltration can provide a substrate for biofilm formation, enabling biological treatment of contaminants. Geotextiles can serve as an efficient part of stormwater filtration within the urban water environmen...

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Main Authors: Parneet Paul, Kiran Tota-Maharaj
Format: Article
Language:English
Published: MDPI AG 2015-04-01
Series:Water
Subjects:
Online Access:http://www.mdpi.com/2073-4441/7/4/1595
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spelling doaj-6a91604179b34799a0a944c43b3c3d342020-11-24T22:09:25ZengMDPI AGWater2073-44412015-04-01741595160910.3390/w7041595w7041595Laboratory Studies on Granular Filters and Their Relationship to Geotextiles for Stormwater Pollutant ReductionParneet Paul0Kiran Tota-Maharaj1School of Civil Engineering and Construction, Faculty of Science, Engineering and Computing, Kingston University, Kingston upon Thames, Surrey KT1 1LQ, UKDepartment of Civil Engineering, Faculty of Engineering and Science, University of Greenwich, Medway Campus, Chatham Maritime, Kent ME4 4TB, UKApplications of geotextiles within tertiary stormwater treatment systems and for stormwater infiltration can provide a substrate for biofilm formation, enabling biological treatment of contaminants. Geotextiles can serve as an efficient part of stormwater filtration within the urban water environment. The project assessed the applications of three experimental granular filters as a sustainable urban drainage system (SUDS) for the decomposition of organic pollutant loading present in stormwater. The three filter rigs were packed with alternating layers of filter media consisting of gravel, pea gravel, sand and either a single, double or no layer of geotextile membrane. A nonwoven geotextile was layered within the filter media. The hydraulic loading capacity for the three filters matched that commonly used with conventional sand filters systems. Water quality parameters were quantified by measuring suspended solids, chemical oxygen demand, dissolved oxygen, pH, nitrate-nitrogen, and phosphate concentrations. It was found that Filter Rig No. 3 (upper and lower geotextile membrane) and Filter Rig No. 2 (single geotextile membrane) had a significant statistical difference in treatment performance from Filter Rig No. 1 (no geotextile membrane).http://www.mdpi.com/2073-4441/7/4/1595adsorptionbiofilmgeomembranesustainable urban drainage system (SUDS)stormwater harvesting
collection DOAJ
language English
format Article
sources DOAJ
author Parneet Paul
Kiran Tota-Maharaj
spellingShingle Parneet Paul
Kiran Tota-Maharaj
Laboratory Studies on Granular Filters and Their Relationship to Geotextiles for Stormwater Pollutant Reduction
Water
adsorption
biofilm
geomembrane
sustainable urban drainage system (SUDS)
stormwater harvesting
author_facet Parneet Paul
Kiran Tota-Maharaj
author_sort Parneet Paul
title Laboratory Studies on Granular Filters and Their Relationship to Geotextiles for Stormwater Pollutant Reduction
title_short Laboratory Studies on Granular Filters and Their Relationship to Geotextiles for Stormwater Pollutant Reduction
title_full Laboratory Studies on Granular Filters and Their Relationship to Geotextiles for Stormwater Pollutant Reduction
title_fullStr Laboratory Studies on Granular Filters and Their Relationship to Geotextiles for Stormwater Pollutant Reduction
title_full_unstemmed Laboratory Studies on Granular Filters and Their Relationship to Geotextiles for Stormwater Pollutant Reduction
title_sort laboratory studies on granular filters and their relationship to geotextiles for stormwater pollutant reduction
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2015-04-01
description Applications of geotextiles within tertiary stormwater treatment systems and for stormwater infiltration can provide a substrate for biofilm formation, enabling biological treatment of contaminants. Geotextiles can serve as an efficient part of stormwater filtration within the urban water environment. The project assessed the applications of three experimental granular filters as a sustainable urban drainage system (SUDS) for the decomposition of organic pollutant loading present in stormwater. The three filter rigs were packed with alternating layers of filter media consisting of gravel, pea gravel, sand and either a single, double or no layer of geotextile membrane. A nonwoven geotextile was layered within the filter media. The hydraulic loading capacity for the three filters matched that commonly used with conventional sand filters systems. Water quality parameters were quantified by measuring suspended solids, chemical oxygen demand, dissolved oxygen, pH, nitrate-nitrogen, and phosphate concentrations. It was found that Filter Rig No. 3 (upper and lower geotextile membrane) and Filter Rig No. 2 (single geotextile membrane) had a significant statistical difference in treatment performance from Filter Rig No. 1 (no geotextile membrane).
topic adsorption
biofilm
geomembrane
sustainable urban drainage system (SUDS)
stormwater harvesting
url http://www.mdpi.com/2073-4441/7/4/1595
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