Influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systems

The aim of the present work was to evaluate the relationship between the hydraulic retention time power parameter (n) of the modified first-order kinetic mathematical model (MFOKM) with the hydraulic dispersion number (d) and the organic matter degradability, obtained from the ratio of chemical and...

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Main Authors: Antonio Teixeira de Matos, Mateus Pimentel de Matos, Renan de Almeida Costa, Marcos von Sperling
Format: Article
Language:English
Published: Universidade Estadual de Maringá 2019-05-01
Series:Acta Scientiarum: Technology
Subjects:
Online Access:http://periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/36709
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spelling doaj-c668703aba2b4cb6a0e827dce445a7df2020-11-25T00:49:58ZengUniversidade Estadual de MaringáActa Scientiarum: Technology1807-86642019-05-01411e36709e3670910.4025/actascitechnol.v41i2.3670919267Influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systemsAntonio Teixeira de Matos0Mateus Pimentel de Matos1Renan de Almeida Costa2Marcos von Sperling3Universidade Federal de Minas GeraisUniversidade Federal de LavrasUniversidade Federal de ViçosaUniversidade Federal de Minas GeraisThe aim of the present work was to evaluate the relationship between the hydraulic retention time power parameter (n) of the modified first-order kinetic mathematical model (MFOKM) with the hydraulic dispersion number (d) and the organic matter degradability, obtained from the ratio of chemical and biochemical oxygen demands (COD/BOD) along the length of horizontal subsurface flow constructed wetlands (HSSF-CWs). For this purpose, unplanted HSSF-CWs prototypes of equal volumes and length/width ratios (L W-1) of 1.0, 4.0 and 7.3 were used. All HSSF-CWs were filled with gravel # 0 and received sanitary sewage (SW) during a period of 90 days, in which the BOD and COD, in the total and soluble forms, were monitored in the influent and effluents from the system. These units were subject to tracer tests, before and after the HSSF-CWs received the SW, to obtain d. The MFOKM was adjusted to the COD and BOD experimental data. In all cases, an inverse relation was observed between n and the parameters d or with the organic matter decay rate obtained in the initial part of the HSSF-CWs.http://periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/36709biological treatmentorganic matter decayflow regimestreatment systemsmathematical modelling.
collection DOAJ
language English
format Article
sources DOAJ
author Antonio Teixeira de Matos
Mateus Pimentel de Matos
Renan de Almeida Costa
Marcos von Sperling
spellingShingle Antonio Teixeira de Matos
Mateus Pimentel de Matos
Renan de Almeida Costa
Marcos von Sperling
Influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systems
Acta Scientiarum: Technology
biological treatment
organic matter decay
flow regimes
treatment systems
mathematical modelling.
author_facet Antonio Teixeira de Matos
Mateus Pimentel de Matos
Renan de Almeida Costa
Marcos von Sperling
author_sort Antonio Teixeira de Matos
title Influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systems
title_short Influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systems
title_full Influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systems
title_fullStr Influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systems
title_full_unstemmed Influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systems
title_sort influence factors in the adjustment of parameters of the modified first-order kinetics equation used to model constructed wetland systems
publisher Universidade Estadual de Maringá
series Acta Scientiarum: Technology
issn 1807-8664
publishDate 2019-05-01
description The aim of the present work was to evaluate the relationship between the hydraulic retention time power parameter (n) of the modified first-order kinetic mathematical model (MFOKM) with the hydraulic dispersion number (d) and the organic matter degradability, obtained from the ratio of chemical and biochemical oxygen demands (COD/BOD) along the length of horizontal subsurface flow constructed wetlands (HSSF-CWs). For this purpose, unplanted HSSF-CWs prototypes of equal volumes and length/width ratios (L W-1) of 1.0, 4.0 and 7.3 were used. All HSSF-CWs were filled with gravel # 0 and received sanitary sewage (SW) during a period of 90 days, in which the BOD and COD, in the total and soluble forms, were monitored in the influent and effluents from the system. These units were subject to tracer tests, before and after the HSSF-CWs received the SW, to obtain d. The MFOKM was adjusted to the COD and BOD experimental data. In all cases, an inverse relation was observed between n and the parameters d or with the organic matter decay rate obtained in the initial part of the HSSF-CWs.
topic biological treatment
organic matter decay
flow regimes
treatment systems
mathematical modelling.
url http://periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/36709
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