2016
DOI: 10.1016/j.jenvman.2015.10.034
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Leachate/domestic wastewater aerobic co-treatment: A pilot-scale study using multivariate analysis

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Cited by 39 publications
(22 citation statements)
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“…Peaks at 2858 cm -1 , 2926 cm -1 , and 3358 cm -1 represented the hydroxyl (O-H) active group, which commonly available in carboxylic acids, phenols, or alcohols (Moharrami and Motamedi, 2020). A band at 1635 cm -1 represents the structural vibration of aromatic double bonds C=C (Ferraz et al, 2016). Peak appearances at 1411 cm -1 and 1452 cm -1 attribute the presence of aromatic groups (C-C stretch, strong) (Moharrami and Motamedi, 2020) and alkanes group (C-H-C bend) while another peak 1242 cm -1 represents strong C-N stretching.…”
Section: Xrd Analysis Of Oil Palm Trunk Starchmentioning
confidence: 99%
“…Peaks at 2858 cm -1 , 2926 cm -1 , and 3358 cm -1 represented the hydroxyl (O-H) active group, which commonly available in carboxylic acids, phenols, or alcohols (Moharrami and Motamedi, 2020). A band at 1635 cm -1 represents the structural vibration of aromatic double bonds C=C (Ferraz et al, 2016). Peak appearances at 1411 cm -1 and 1452 cm -1 attribute the presence of aromatic groups (C-C stretch, strong) (Moharrami and Motamedi, 2020) and alkanes group (C-H-C bend) while another peak 1242 cm -1 represents strong C-N stretching.…”
Section: Xrd Analysis Of Oil Palm Trunk Starchmentioning
confidence: 99%
“…Up to date, as shown in some studies [4,9,21], co-treatment of leachate with domestic wastewater without adverse impact on the removal efficiency of pollutants is possible if the share of the leachate in the effluent does not exceed 10% (Table A3). However, as the results obtained in this study show, the implementation of a pretreatment step before biological treatment may lead to an increase in the volume of leachate in the effluent stream entering the sewage treatment plant by up to 20%.…”
Section: Second Stage-biological Treatmentmentioning
confidence: 99%
“…So far, this solution has been successfully used for the treatment of young and intermediate leachates (mostly at a volumetric ratio of up to 10%) [4,9]. However, this poses a risk of disrupting the operation of biological reactors and is the main argument against the application of this solution.…”
Section: Introductionmentioning
confidence: 99%
“…A literatura não apresenta muitos estudos conclusivos a respeito do tratamento conjunto de lixiviado e esgoto em reatores anaeróbios, sendo a grande maioria das publicações voltadas para o tratamento em sistemas aeróbios (BOLYARD e REINHART, 2017;BRENNAN et al, 2017;ÇEÇEN e AKTAS, 2004;FERRAZ et al, 2014;FERRAZ et al, 2016;YE et al, 2014;YU et al, 2010). No entanto, no Paraná, a Sanepar, companhia de saneamento do estado, presta serviços de coleta e tratamento de esgoto sanitário na maioria dos municípios e utiliza em suas estações uma versão modifi- Desta forma, faz-se necessária a investigação de potencialidades e limitações da adição de lixiviado estabilizado, pré-tratado por stripping de amônia, ao tratamento anaeróbio de esgotos, considerando diferentes porcentagens volumétricas de aplicação, a fim de evitar o comprometimento do tratamento de esgoto em reatores UASB.…”
Section: Introductionunclassified