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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...
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Published in: | Ecological engineering 2009-02, Vol.35 (2), p.265-273 |
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container_title | Ecological engineering |
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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 |
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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
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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 & Fisheries Abstracts (ASFA) 1: Biological Sciences & Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>Aquatic Science & 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> |
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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 |
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