Loading…

Hydrodynamics of vertical subsurface flow constructed wetlands: Tracer tests with rhodamine WT and numerical modelling

Typical unsteady unsaturated conditions can profoundly affect the hydrodynamics of vertical subsurface flow constructed wetlands. In this study we analyzed the hydrodynamics of a 33 m 2 vertical flow pilot plant, treating municipal secondary effluents. Three different saturation conditions were anal...

Full description

Saved in:
Bibliographic Details
Published in:Ecological engineering 2009-02, Vol.35 (2), p.265-273
Main Authors: Giraldi, David, de’Michieli Vitturi, Mattia, Zaramella, Mattia, Marion, Andrea, Iannelli, Renato
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c371t-f44962dcef2dec727cf358a9558bd71d38949705d7976360b4060bd898e3be823
cites cdi_FETCH-LOGICAL-c371t-f44962dcef2dec727cf358a9558bd71d38949705d7976360b4060bd898e3be823
container_end_page 273
container_issue 2
container_start_page 265
container_title Ecological engineering
container_volume 35
creator Giraldi, David
de’Michieli Vitturi, Mattia
Zaramella, Mattia
Marion, Andrea
Iannelli, Renato
description Typical unsteady unsaturated conditions can profoundly affect the hydrodynamics of vertical subsurface flow constructed wetlands. In this study we analyzed the hydrodynamics of a 33 m 2 vertical flow pilot plant, treating municipal secondary effluents. Three different saturation conditions were analyzed under several constant flux regimes: complete saturation, partial saturation with the free water table 20 cm over the bottom of the bed, and complete drainage. Tracer tests were performed in steady state conditions by dosing rhodamine WT as square input signals. Breakthrough curves were analyzed by means of both a classical residence time distribution analysis and an originally developed numerical plug-flow model with longitudinal dispersion adapted to the unsaturated conditions. We found that the degree of global mixing in the vertical flow constructed wetland increased as the water content increased; this effect was controlled by the hydraulic residence time of the system. Conversely, the degree of local mixing was inversely affected by water content; the dispersivity was 4.5, 10, and 14 cm for fully saturated, partially saturated and draining conditions, respectively. We explain the dependency of dispersivity on water content in physical terms; however, further studies are needed to mathematically include this relationship in numerical models that describe the behaviour of vertical flow constructed wetlands.
doi_str_mv 10.1016/j.ecoleng.2008.06.004
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_33234434</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0925857408001262</els_id><sourcerecordid>33234434</sourcerecordid><originalsourceid>FETCH-LOGICAL-c371t-f44962dcef2dec727cf358a9558bd71d38949705d7976360b4060bd898e3be823</originalsourceid><addsrcrecordid>eNqFkU1P3DAQhi1EJZYtPwHJp96SOv6I7V4QQlAqIfWyVY9W1p6AV4kNtrOr_fc1Xe5cZi7P-2hGL0LXHWk70vXfdy3YOEF4bikhqiV9Swg_Q6tOSdr0WtNztCKaikYJyS_QZc47QoikQq_Q_vHoUnTHMMzeZhxHvIdUvB0mnJdtXtI4WMDjFA_YxpBLWmwBhw9QpiG4_ANvUgUSLpBLxgdfXnB6ia7aAuC_G1whHJYZ0n_lHB1Mkw_PX9GXcZgyXH3sNfrzcL-5e2yefv_8dXf71Fgmu9KMnOueOgsjdWAllXZkQg1aCLV1snNMaa4lEU5q2bOebDmpwymtgG1BUbZG307e1xTflnqjmX229YYhQFyyYYwyzhn_FKSE0U6JvoLiBNoUc04wmtfk5yEdTUfMex1mZz7qMO91GNKbWkfN3ZxyUN_de0gmWw_BgvMJbDEu-k8M_wB2aJhn</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>20321856</pqid></control><display><type>article</type><title>Hydrodynamics of vertical subsurface flow constructed wetlands: Tracer tests with rhodamine WT and numerical modelling</title><source>ScienceDirect Journals</source><creator>Giraldi, David ; de’Michieli Vitturi, Mattia ; Zaramella, Mattia ; Marion, Andrea ; Iannelli, Renato</creator><creatorcontrib>Giraldi, David ; de’Michieli Vitturi, Mattia ; Zaramella, Mattia ; Marion, Andrea ; Iannelli, Renato</creatorcontrib><description>Typical unsteady unsaturated conditions can profoundly affect the hydrodynamics of vertical subsurface flow constructed wetlands. In this study we analyzed the hydrodynamics of a 33 m 2 vertical flow pilot plant, treating municipal secondary effluents. Three different saturation conditions were analyzed under several constant flux regimes: complete saturation, partial saturation with the free water table 20 cm over the bottom of the bed, and complete drainage. Tracer tests were performed in steady state conditions by dosing rhodamine WT as square input signals. Breakthrough curves were analyzed by means of both a classical residence time distribution analysis and an originally developed numerical plug-flow model with longitudinal dispersion adapted to the unsaturated conditions. We found that the degree of global mixing in the vertical flow constructed wetland increased as the water content increased; this effect was controlled by the hydraulic residence time of the system. Conversely, the degree of local mixing was inversely affected by water content; the dispersivity was 4.5, 10, and 14 cm for fully saturated, partially saturated and draining conditions, respectively. We explain the dependency of dispersivity on water content in physical terms; however, further studies are needed to mathematically include this relationship in numerical models that describe the behaviour of vertical flow constructed wetlands.</description><identifier>ISSN: 0925-8574</identifier><identifier>EISSN: 1872-6992</identifier><identifier>DOI: 10.1016/j.ecoleng.2008.06.004</identifier><language>eng</language><publisher>Elsevier B.V</publisher><subject>Constructed wetlands ; Dispersivity ; Hydrodynamics ; Modelling ; Rhodamine WT ; Tracer tests ; Unsaturated flow ; Vertical flow</subject><ispartof>Ecological engineering, 2009-02, Vol.35 (2), p.265-273</ispartof><rights>2008 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c371t-f44962dcef2dec727cf358a9558bd71d38949705d7976360b4060bd898e3be823</citedby><cites>FETCH-LOGICAL-c371t-f44962dcef2dec727cf358a9558bd71d38949705d7976360b4060bd898e3be823</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Giraldi, David</creatorcontrib><creatorcontrib>de’Michieli Vitturi, Mattia</creatorcontrib><creatorcontrib>Zaramella, Mattia</creatorcontrib><creatorcontrib>Marion, Andrea</creatorcontrib><creatorcontrib>Iannelli, Renato</creatorcontrib><title>Hydrodynamics of vertical subsurface flow constructed wetlands: Tracer tests with rhodamine WT and numerical modelling</title><title>Ecological engineering</title><description>Typical unsteady unsaturated conditions can profoundly affect the hydrodynamics of vertical subsurface flow constructed wetlands. In this study we analyzed the hydrodynamics of a 33 m 2 vertical flow pilot plant, treating municipal secondary effluents. Three different saturation conditions were analyzed under several constant flux regimes: complete saturation, partial saturation with the free water table 20 cm over the bottom of the bed, and complete drainage. Tracer tests were performed in steady state conditions by dosing rhodamine WT as square input signals. Breakthrough curves were analyzed by means of both a classical residence time distribution analysis and an originally developed numerical plug-flow model with longitudinal dispersion adapted to the unsaturated conditions. We found that the degree of global mixing in the vertical flow constructed wetland increased as the water content increased; this effect was controlled by the hydraulic residence time of the system. Conversely, the degree of local mixing was inversely affected by water content; the dispersivity was 4.5, 10, and 14 cm for fully saturated, partially saturated and draining conditions, respectively. We explain the dependency of dispersivity on water content in physical terms; however, further studies are needed to mathematically include this relationship in numerical models that describe the behaviour of vertical flow constructed wetlands.</description><subject>Constructed wetlands</subject><subject>Dispersivity</subject><subject>Hydrodynamics</subject><subject>Modelling</subject><subject>Rhodamine WT</subject><subject>Tracer tests</subject><subject>Unsaturated flow</subject><subject>Vertical flow</subject><issn>0925-8574</issn><issn>1872-6992</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNqFkU1P3DAQhi1EJZYtPwHJp96SOv6I7V4QQlAqIfWyVY9W1p6AV4kNtrOr_fc1Xe5cZi7P-2hGL0LXHWk70vXfdy3YOEF4bikhqiV9Swg_Q6tOSdr0WtNztCKaikYJyS_QZc47QoikQq_Q_vHoUnTHMMzeZhxHvIdUvB0mnJdtXtI4WMDjFA_YxpBLWmwBhw9QpiG4_ANvUgUSLpBLxgdfXnB6ia7aAuC_G1whHJYZ0n_lHB1Mkw_PX9GXcZgyXH3sNfrzcL-5e2yefv_8dXf71Fgmu9KMnOueOgsjdWAllXZkQg1aCLV1snNMaa4lEU5q2bOebDmpwymtgG1BUbZG307e1xTflnqjmX229YYhQFyyYYwyzhn_FKSE0U6JvoLiBNoUc04wmtfk5yEdTUfMex1mZz7qMO91GNKbWkfN3ZxyUN_de0gmWw_BgvMJbDEu-k8M_wB2aJhn</recordid><startdate>20090209</startdate><enddate>20090209</enddate><creator>Giraldi, David</creator><creator>de’Michieli Vitturi, Mattia</creator><creator>Zaramella, Mattia</creator><creator>Marion, Andrea</creator><creator>Iannelli, Renato</creator><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SN</scope><scope>7TV</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H95</scope><scope>H96</scope><scope>H97</scope><scope>L.G</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20090209</creationdate><title>Hydrodynamics of vertical subsurface flow constructed wetlands: Tracer tests with rhodamine WT and numerical modelling</title><author>Giraldi, David ; de’Michieli Vitturi, Mattia ; Zaramella, Mattia ; Marion, Andrea ; Iannelli, Renato</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c371t-f44962dcef2dec727cf358a9558bd71d38949705d7976360b4060bd898e3be823</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Constructed wetlands</topic><topic>Dispersivity</topic><topic>Hydrodynamics</topic><topic>Modelling</topic><topic>Rhodamine WT</topic><topic>Tracer tests</topic><topic>Unsaturated flow</topic><topic>Vertical flow</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Giraldi, David</creatorcontrib><creatorcontrib>de’Michieli Vitturi, Mattia</creatorcontrib><creatorcontrib>Zaramella, Mattia</creatorcontrib><creatorcontrib>Marion, Andrea</creatorcontrib><creatorcontrib>Iannelli, Renato</creatorcontrib><collection>CrossRef</collection><collection>Ecology Abstracts</collection><collection>Pollution Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 1: Biological Sciences &amp; Living Resources</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 3: Aquatic Pollution &amp; Environmental Quality</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Ecological engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Giraldi, David</au><au>de’Michieli Vitturi, Mattia</au><au>Zaramella, Mattia</au><au>Marion, Andrea</au><au>Iannelli, Renato</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Hydrodynamics of vertical subsurface flow constructed wetlands: Tracer tests with rhodamine WT and numerical modelling</atitle><jtitle>Ecological engineering</jtitle><date>2009-02-09</date><risdate>2009</risdate><volume>35</volume><issue>2</issue><spage>265</spage><epage>273</epage><pages>265-273</pages><issn>0925-8574</issn><eissn>1872-6992</eissn><abstract>Typical unsteady unsaturated conditions can profoundly affect the hydrodynamics of vertical subsurface flow constructed wetlands. In this study we analyzed the hydrodynamics of a 33 m 2 vertical flow pilot plant, treating municipal secondary effluents. Three different saturation conditions were analyzed under several constant flux regimes: complete saturation, partial saturation with the free water table 20 cm over the bottom of the bed, and complete drainage. Tracer tests were performed in steady state conditions by dosing rhodamine WT as square input signals. Breakthrough curves were analyzed by means of both a classical residence time distribution analysis and an originally developed numerical plug-flow model with longitudinal dispersion adapted to the unsaturated conditions. We found that the degree of global mixing in the vertical flow constructed wetland increased as the water content increased; this effect was controlled by the hydraulic residence time of the system. Conversely, the degree of local mixing was inversely affected by water content; the dispersivity was 4.5, 10, and 14 cm for fully saturated, partially saturated and draining conditions, respectively. We explain the dependency of dispersivity on water content in physical terms; however, further studies are needed to mathematically include this relationship in numerical models that describe the behaviour of vertical flow constructed wetlands.</abstract><pub>Elsevier B.V</pub><doi>10.1016/j.ecoleng.2008.06.004</doi><tpages>9</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0925-8574
ispartof Ecological engineering, 2009-02, Vol.35 (2), p.265-273
issn 0925-8574
1872-6992
language eng
recordid cdi_proquest_miscellaneous_33234434
source ScienceDirect Journals
subjects Constructed wetlands
Dispersivity
Hydrodynamics
Modelling
Rhodamine WT
Tracer tests
Unsaturated flow
Vertical flow
title Hydrodynamics of vertical subsurface flow constructed wetlands: Tracer tests with rhodamine WT and numerical modelling
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-29T12%3A03%3A01IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Hydrodynamics%20of%20vertical%20subsurface%20flow%20constructed%20wetlands:%20Tracer%20tests%20with%20rhodamine%20WT%20and%20numerical%20modelling&rft.jtitle=Ecological%20engineering&rft.au=Giraldi,%20David&rft.date=2009-02-09&rft.volume=35&rft.issue=2&rft.spage=265&rft.epage=273&rft.pages=265-273&rft.issn=0925-8574&rft.eissn=1872-6992&rft_id=info:doi/10.1016/j.ecoleng.2008.06.004&rft_dat=%3Cproquest_cross%3E33234434%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c371t-f44962dcef2dec727cf358a9558bd71d38949705d7976360b4060bd898e3be823%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=20321856&rft_id=info:pmid/&rfr_iscdi=true