2019
DOI: 10.1016/j.watres.2019.03.062
|View full text |Cite
|
Sign up to set email alerts
|

Modeling the relationship of aeration, oxygen transfer and treatment performance in aerated horizontal flow treatment wetlands

Abstract: • Development of a process model for aerated HF wetlands treating sewage • Model calibration and validation by pilot-scale experiments • Aeration controls location and gradients of treatment performance • O 2-transfer coefficient depended logarithmically on air flow rate • Optimal air flow rate to treat similar influent strengths ≈ 150-200 L h-1 m-2

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
10
0
2

Year Published

2020
2020
2024
2024

Publication Types

Select...
7

Relationship

1
6

Authors

Journals

citations
Cited by 34 publications
(12 citation statements)
references
References 31 publications
0
10
0
2
Order By: Relevance
“…The application of process-based models to aerated wetland systems aims to provide new insights for improving design and operation. A reactive transport model for HF aerated wetlands has been recently developed and validated on an outdoor pilot-scale system, where hydraulic behaviour and removal of COD, NH 4 -N, and NO x -N were reliably simulated [85]. The model was further developed to predict treatment performance and dynamic response of DO, COD, NH 4 -N, and NOx-N concentrations in pore water and final effluent before, during and after a period of aeration interruption [86].…”
Section: Research Trendsmentioning
confidence: 99%
“…The application of process-based models to aerated wetland systems aims to provide new insights for improving design and operation. A reactive transport model for HF aerated wetlands has been recently developed and validated on an outdoor pilot-scale system, where hydraulic behaviour and removal of COD, NH 4 -N, and NO x -N were reliably simulated [85]. The model was further developed to predict treatment performance and dynamic response of DO, COD, NH 4 -N, and NOx-N concentrations in pore water and final effluent before, during and after a period of aeration interruption [86].…”
Section: Research Trendsmentioning
confidence: 99%
“…To simulate the transfer of oxygen and treatment performance of aerated HFCW for treating domestic sewage, a reactive transport model (RTM) based on dual-permeability flow and biokinetic formulations of the Constructed Wetland Model No. 1 (CWM1) was developed and calibrated and validated using real wastewater pilot-scale experiments (Boog et al, 2019). This model integrates quantitative relationships of airflow rate (AFR), water temperature, field oxygen transfer, and treatment performance to provide better insights into the aeration mechanism in treating domestic sewage by CW.…”
Section: Wetland Modelingmentioning
confidence: 99%
“…Similarly, Saeed and Khan (2019) also studied VFCWs to treat industrial wastewater achieving removal efficiencies higher than 90% of the pollutants aforementioned. In addition to VFCW, horizontal flow constructed wetlands (HFCWs) are also used for wastewater treatment (Boog et al, 2019). Moreover, VF, HF, and hybrid wetlands have also been used to remove enteric pathogens for safe reuse in agriculture (Shingare, Thawale, Raghunathan, Mishra, & Kumar, 2019).…”
Section: Introduction—wetlands For Environmental Protectionmentioning
confidence: 99%
“…Artificial aeration is considered to be the most effective way to improve the redox conditions in CWs. The effects of the aeration site [12,13], aeration intensity [14,15], aeration pattern [16,17] and plant species [18,19] on the treatment efficiencies of HSSF CWs were reported individually. In terms of aeration position, there are generally three preferable sites, i.e., at the front, middle and rear section of HSSF CWs.…”
Section: Introductionmentioning
confidence: 99%