Selvam Sivathass Bannir

Dr. Selvam Sivathass Bannir


Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 November 2021 in Environmental Pollution
Verified
Journal Article
Closed access
HCHui Ling Chen
Hui Ling Chen
CGChristopher Gibbins
Christopher Gibbins
SBSelvam Sivathass Bannir
Selvam Sivathass Bannir
KTKang Nee Ting
Kang Nee Ting

13 August 2021 in Environmental Science and Pollution Research
Verified
Journal Article
Closed access
PDF file
HCHui Ling Chen
Hui Ling Chen
SBSelvam Sivathass Bannir
Selvam Sivathass Bannir
KTKang Nee Ting
Kang Nee Ting
CGChristopher Neil Gibbins
Christopher Neil Gibbins

24 February 2022 in Environmental Research
Verified
Journal Article
Closed access
HCHui Ling Chen
Hui Ling Chen
SBSelvam Sivathass Bannir
Selvam Sivathass Bannir
KTKang Nee Ting
Kang Nee Ting
Kim Yeow TshaiKim Yeow Tshai
Kim Yeow Tshai
CGChristopher Gibbins
Christopher Gibbins

18 January 2023 in Environmental Monitoring and Assessment
Verified
Journal Article
Closed access
PDF file
HCHui Ling Chen
Hui Ling Chen
SBSelvam Sivathass Bannir
Selvam Sivathass Bannir
KTKang Nee Ting
Kang Nee Ting
CGChristopher Neil Gibbins
Christopher Neil Gibbins

1 June 2017 in Desalination and Water Treatment
Verified
Journal Article
Open access
MAMaizatul Asnie Mohd Aris
Maizatul Asnie Mohd Aris
SCSHREESHIVADASAN CHELLIAPAN
SHREESHIVADASAN CHELLIAPAN
MDMohd Fadhil Md Din
Mohd Fadhil Md Din
AAAznah Nor Anuar
Aznah Nor Anuar
RSRafidah Shahperi
Rafidah Shahperi
MYMuhamad Ali Muhammad Yuzir
Muhamad Ali Muhammad Yuzir

1 August 2016 in Desalination and Water Treatment
Verified
Journal Article
Open access
MAMaizatul Asnie Mohd Aris
Maizatul Asnie Mohd Aris
SCSHREESHIVADASAN CHELLIAPAN
SHREESHIVADASAN CHELLIAPAN
MDMohd Fadhil Md. Din
Mohd Fadhil Md. Din
AAAznah Nor Anwar
Aznah Nor Anwar
RSRafidah Shahperi
Rafidah Shahperi
SBSelvam Sivathass Bannir
Selvam Sivathass Bannir
Effluent circulation may affect the phase separation ability of a compartmentalized anaerobic reactor such as anaerobic baffled reactor. In this study, it is proven that this is not always the case. Moreover, the effect of circulation to this type of reactor under different hydraulic retention time (HRT) is still unclear. The present study investigates the start-up performance of a novel modified anaerobic baffled reactor (MABR) at various effluent circulation ratios (R). Results showed that tremendous increase of the treatment efficiency and stable performance was achieved by the MABR system when effluent circulation was employed (e.g. 95.7% COD removal during R of 2 at HRT of 2d and an OLR of 0.75kgCODm(-3)d(-1)). The pH profiles, volatile acids (HOAc) occurrence and biogas production during the start-up period showed favourable conditions in the reactor. In addition, the effect of HRT variations (4, 3, 2 and 1d) to the MABR with circulation operation R of 2 (optimum circulation) showed the HRT of 2 and 3 caused the MABR to start-up rapidly and efficiently with a chemical oxygen demand removal efficiency of more than 90%. It was concluded that rapid start-up can be achieved by applying effluent circulation to the MABR