Development of kinetic models for organic and nutrient removal in biofilm photobioreactor for treatment of domestic wastewater
In this study, four biofilm photobioreactors (BPBRs) were developed for treating septic tank effluent under different hydraulic retention times (HRTs), organic (OLR), nitrogen (NLR) and phosphorus (PLR) loading rates and light intensities. The HRT of 6 days, OLR of 390 mg COD/(m2.d), NLR of 90 mg N/...
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| Published in: | Environmental technology & innovation Vol. 23; p. 101547 |
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| Language: | English |
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01-08-2021
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| Abstract | In this study, four biofilm photobioreactors (BPBRs) were developed for treating septic tank effluent under different hydraulic retention times (HRTs), organic (OLR), nitrogen (NLR) and phosphorus (PLR) loading rates and light intensities. The HRT of 6 days, OLR of 390 mg COD/(m2.d), NLR of 90 mg N/(m2.d), PLR of 6.1 mg P/(m2.d) and light intensity of 150μmol/(m2.s) were found to be optimum operating conditions for the BPBRs, resulting in the COD, TN and TP removal efficiencies of 85, 87 and 84 %, respectively, with the effluent quality meeting the discharge standards of Thailand and the ISO 30500. Moreover, the HRTs, OLRs, NLR, PLRs, light intensities as well as daily light integral (DLI) were observed to significantly affect treatment performance and biomass productivity of the BPBRs. Hence, the kinetic models involving these operating parameters including temperature were developed for COD, TN and TP removal in the BPBR system and validated satisfactorily with the data obtained from some previous studies. Application of the developed kinetic models in the design and operation of the BPBR system treating a domestic wastewater was also demonstrated.
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•Optimal operating conditions of biofilm photobioreactors (BPBRs) were investigated.•The operating parameters significantly affected the performance of the BPBRs.•Kinetic models for organic and nutrient removal were developed and validated.•Application of the developed kinetic models for design of BPBR was demonstrated. |
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| AbstractList | In this study, four biofilm photobioreactors (BPBRs) were developed for treating septic tank effluent under different hydraulic retention times (HRTs), organic (OLR), nitrogen (NLR) and phosphorus (PLR) loading rates and light intensities. The HRT of 6 days, OLR of 390 mg COD/(m2.d), NLR of 90 mg N/(m2.d), PLR of 6.1 mg P/(m2.d) and light intensity of 150μmol/(m2.s) were found to be optimum operating conditions for the BPBRs, resulting in the COD, TN and TP removal efficiencies of 85, 87 and 84 %, respectively, with the effluent quality meeting the discharge standards of Thailand and the ISO 30500. Moreover, the HRTs, OLRs, NLR, PLRs, light intensities as well as daily light integral (DLI) were observed to significantly affect treatment performance and biomass productivity of the BPBRs. Hence, the kinetic models involving these operating parameters including temperature were developed for COD, TN and TP removal in the BPBR system and validated satisfactorily with the data obtained from some previous studies. Application of the developed kinetic models in the design and operation of the BPBR system treating a domestic wastewater was also demonstrated.
[Display omitted]
•Optimal operating conditions of biofilm photobioreactors (BPBRs) were investigated.•The operating parameters significantly affected the performance of the BPBRs.•Kinetic models for organic and nutrient removal were developed and validated.•Application of the developed kinetic models for design of BPBR was demonstrated. |
| ArticleNumber | 101547 |
| Author | Chaiwong, Chawalit Koottatep, Thammarat Polprasert, Chongrak |
| Author_xml | – sequence: 1 givenname: Chawalit orcidid: 0000-0003-4255-8005 surname: Chaiwong fullname: Chaiwong, Chawalit email: f.chawalit@hotmail.com organization: Environmental Engineering and Management, School of Environments Resources and Development, Asian Institute of Technology, Pathumthani, Thailand – sequence: 2 givenname: Thammarat surname: Koottatep fullname: Koottatep, Thammarat organization: Environmental Engineering and Management, School of Environments Resources and Development, Asian Institute of Technology, Pathumthani, Thailand – sequence: 3 givenname: Chongrak surname: Polprasert fullname: Polprasert, Chongrak organization: Department of Civil Engineering, Faculty of Engineering, Thammasat University, Pathumthani, Thailand |
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| CitedBy_id | crossref_primary_10_1007_s40974_022_00253_6 crossref_primary_10_1016_j_chemosphere_2023_139878 crossref_primary_10_3390_su13147968 crossref_primary_10_1016_j_scitotenv_2023_167974 crossref_primary_10_1016_j_seppur_2022_122693 crossref_primary_10_2166_wst_2022_375 crossref_primary_10_1080_26395940_2023_2220571 |
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| Keywords | Kinetic model Domestic wastewater Organics and nutrients Biofilm photobioreactor Algal–bacterial symbiosis |
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| Title | Development of kinetic models for organic and nutrient removal in biofilm photobioreactor for treatment of domestic wastewater |
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