2021
DOI: 10.1016/j.jwpe.2020.101909
|View full text |Cite
|
Sign up to set email alerts
|

The application of intermittent cycle extended aeration systems (ICEAS) in wastewater treatment

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
8
0
1

Year Published

2021
2021
2024
2024

Publication Types

Select...
6
3

Relationship

0
9

Authors

Journals

citations
Cited by 20 publications
(9 citation statements)
references
References 59 publications
0
8
0
1
Order By: Relevance
“…Umur lumpur yang terlalu rendah juga membuat pengolahan BOD tidak optimal, sehingga beban organik seperti BOD dan COD memiliki nilai yang tinggi pada outlet. Umur lumpur yang rendah berpotensi tidak melengkapi proses nitrifikasi, sehingga nilai amonia pada outlet masih tinggi (Dan et al, 2021). Nilai HRT selama 291 jam diduga karena debit aliran air limbah menuju ke bak aerasi yang pelan.…”
Section: Hasil Dan Pembahasanunclassified
“…Umur lumpur yang terlalu rendah juga membuat pengolahan BOD tidak optimal, sehingga beban organik seperti BOD dan COD memiliki nilai yang tinggi pada outlet. Umur lumpur yang rendah berpotensi tidak melengkapi proses nitrifikasi, sehingga nilai amonia pada outlet masih tinggi (Dan et al, 2021). Nilai HRT selama 291 jam diduga karena debit aliran air limbah menuju ke bak aerasi yang pelan.…”
Section: Hasil Dan Pembahasanunclassified
“…A shorter aeration time inhibits nitrification, resulting in accumulation of NH 4 + -N. 6 Conversely, prolonging the aeration time can not only ensure the tolerance of the system to a high concentration of aniline, but also provide more reaction time for the nitrification process lagging behind aniline degradation. 12 To summarize, a prolonged aeration mode can be used as a breakthrough for aniline degradation and simultaneous nitrogen removal, which provides a new idea for the treatment of aniline wastewater.…”
Section: Introductionmentioning
confidence: 99%
“…The aim is to achieve the highest possible quality of effluent of total nitrogen varying between 4 and 10 mg/L on a long-term average basis (Henze 1991). In addition, high efficiencies (90-97%) in removing organic compounds can be expected (Dan et al 2021). To identify the optimal distribution of aerated and nonaerated phases, several approaches to determine the required length of each phase for both ammoniacal nitrogen removal and nitrate removal in real-time can be used, as discussed in the following subsections.…”
Section: Introductionmentioning
confidence: 99%