2004
DOI: 10.1016/j.ecoleng.2004.09.002
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Hydraulic behaviour of horizontal subsurface flow constructed wetlands with different aspect ratio and granular medium size

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Cited by 94 publications
(52 citation statements)
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“…In the past, much of the design of CWS has been done with little knowledge of (or consideration for) the roles played by each component and how their effects could be enhanced and optimized. However, over the most recent years some accumulated knowledge has been increasingly applied in the construction and operation of new systems, which results in a much greater variety of plant species, support matrix materials and constructed wetland designs being seen, studied and introduced in newly set up CWS [35,42,43,58,60,[73][74][75][76][77][78][79][80][81][82][83][84][85]. The goals of the target contaminants to remove in those CWS have also become increasingly more ambitious.…”
Section: Removal Of Organic Xenobiotics In Cwsmentioning
confidence: 99%
“…In the past, much of the design of CWS has been done with little knowledge of (or consideration for) the roles played by each component and how their effects could be enhanced and optimized. However, over the most recent years some accumulated knowledge has been increasingly applied in the construction and operation of new systems, which results in a much greater variety of plant species, support matrix materials and constructed wetland designs being seen, studied and introduced in newly set up CWS [35,42,43,58,60,[73][74][75][76][77][78][79][80][81][82][83][84][85]. The goals of the target contaminants to remove in those CWS have also become increasingly more ambitious.…”
Section: Removal Of Organic Xenobiotics In Cwsmentioning
confidence: 99%
“…Preferential flow paths in the subsurface, for instance, can lead to considerable variability in the HRT. The heterogeneity of the filtering media is due to multiple factors, including (i) changes in porosity and (ii) grain size distribution, (iii) presence of plant roots and rhizomes, (iv) biological, physical and chemical clogging and (v) variations induced by different packing and compaction of the bed (Persson et al, 1999;Rash and Liehr, 1999; 5 García et al, 2004;Małoszewski et al, 2006;Kjellin et al, 2007;Brovelli et al, 2009;Leverenz et al, 2009).…”
Section: Introductionmentioning
confidence: 99%
“…Na implantação dos SACs em estudo, optou-se por dividir, com muretas de concreto, uma área vegetada total de 24 m por 4 m nas quatro unidades da estação. Os números de dispersão obtidos, na ordem de 0,040, sugerem que o movimento dos traçadores no sistema foi governado por processos advectivos e dispersivos, de maneira semelhante às observadas em outros SACs de escoamento subsuperficial, tal como observado por GARCÍA et al (2004). Outra observação importante é que, no caso estudado, o número obtido pela equação de SPERLING (2002), que iguala d à razão B/L, é equivalente a 0,041, o que indica haver grande correlação com os dados obtidos via perfis de DTR.…”
Section: Resultsunclassified