2016
DOI: 10.1016/j.ibiod.2016.04.031
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Optimization of organics and nitrogen removal in intermittently aerated vertical flow constructed wetlands: Effects of aeration time and aeration rate

Abstract: In this study, to optimize aeration for the enhancement of organics and nitrogen removal in intermit-tently aerated vertical flow constructed wetlands (VF CWs) for treating domestic wastewater, the experimental VF CWs were operated at different aeration time The results demonstrate that the optimized intermittent aeration is reliable option to enhance the treatment performance of organics and nitrogen at a lower operating cost.

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Cited by 72 publications
(15 citation statements)
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“… The population equivalent (PE) is calculated based on the common relation 1 PE = 60 g BOD d −1 . Biochemical oxygen demand (BOD) values were approximated using the ratio COD/BOD = 2 in the studies where BOD was not reported (Liu et al 2013 ; Fan et al 2013a , b ; H. Wu et al 2015b , 2016a ). (1) Tao et al ( 2010 ), (2) Dong et al ( 2012 ), (3) Liu et al ( 2013 ), (4) Fan et al ( 2013a ), (5) Fan et al ( 2013b ), (6) Foladori et al ( 2013 ), (7) Boog et al ( 2014 ), (8) H. Wu et al ( 2015b ), (9) Wang et al ( 2015 ), (10) H. Wu et al ( 2016a ) AA artificial aeration, VFCW vertical flow constructed wetland, WT wastewater type, D domestic, R river, S synthetic, HLR hydraulic loading rate, OLR organic loading rate, AM aeration mode, CA continuous aeration, IA intermittent aeration, AP aeration position, B bottom, M middle, S surface, AFR airflow rate, DO dissolved oxygen, TSSs total suspended solids, COD chemical oxygen demand, NH 4 + -N ammonium-nitrogen, TN total nitrogen, TP total phosphorus, NA not available …”
Section: Resultsmentioning
confidence: 99%
“… The population equivalent (PE) is calculated based on the common relation 1 PE = 60 g BOD d −1 . Biochemical oxygen demand (BOD) values were approximated using the ratio COD/BOD = 2 in the studies where BOD was not reported (Liu et al 2013 ; Fan et al 2013a , b ; H. Wu et al 2015b , 2016a ). (1) Tao et al ( 2010 ), (2) Dong et al ( 2012 ), (3) Liu et al ( 2013 ), (4) Fan et al ( 2013a ), (5) Fan et al ( 2013b ), (6) Foladori et al ( 2013 ), (7) Boog et al ( 2014 ), (8) H. Wu et al ( 2015b ), (9) Wang et al ( 2015 ), (10) H. Wu et al ( 2016a ) AA artificial aeration, VFCW vertical flow constructed wetland, WT wastewater type, D domestic, R river, S synthetic, HLR hydraulic loading rate, OLR organic loading rate, AM aeration mode, CA continuous aeration, IA intermittent aeration, AP aeration position, B bottom, M middle, S surface, AFR airflow rate, DO dissolved oxygen, TSSs total suspended solids, COD chemical oxygen demand, NH 4 + -N ammonium-nitrogen, TN total nitrogen, TP total phosphorus, NA not available …”
Section: Resultsmentioning
confidence: 99%
“…The one-dimensional function of power disturbance is mapped to the two-dimensional function of time scale a and time shift b by continuous wavelet transform. The square integrable function y(t) is used for the continuous wavelet transform, the mother wavelet ψ(t) is obtained [23].…”
Section: Power Disturbance Signal Modelmentioning
confidence: 99%
“…Existem na literatura, trabalhos com resultados similares aos obtidos pela presente pesquisa. Alguns destes mostram, em alagados construídos de fluxo vertical com aeração intermitente, remoção de amônia à 98,4% (Wu et al, 2016a), 96,1% na eficiência de remoção por Fan et al (2016), assim como em 97,4% e 98,8% de eficiência em alagados construídos por Wu et al (2016).…”
Section: Remoção De Nitrogênio Amoniacalunclassified