Treatment efficiency and greenhouse gas emissions of non-floating and floating bed activated sludge system with acclimatized sludge treating landfill leachate

被引:11
作者
Boonnorat, Jarungwit [1 ]
Honda, Ryo [2 ,3 ]
Panichnumsin, Pornpan [4 ,5 ]
Boonapatcharoen, Nimaradee [4 ]
Yenjam, Nawamin [1 ]
Krasaesueb, Chananya [1 ]
Wachirawat, Manyapron [1 ]
Seemuang-on, Sestapong [1 ]
Jutakanoke, Rumpa [6 ]
Teeka, Jantima [7 ]
Angthong, Sivakorn [8 ]
Prachanurak, Pradthana [9 ]
机构
[1] Rajamangala Univ Technol Thanyaburi RMUTT, Fac Engn, Dept Environm Engn, Klong 6, Pathum Thani 12110, Thailand
[2] Kanazawa Univ, Fac Geosci & Civil Engn, Inst Sci & Engn, Kakuma Machi, Kanazawa, Ishikawa 9201192, Japan
[3] Kyoto Univ, Res Ctr Environm Qual Management, Grad Sch Engn, Otsu, Shiga 5200811, Japan
[4] King Mongkuts Univ Technol Thonburi KMUTT, Excellent Ctr Waste Utilizat & Management ECoWast, Bangkok 10150, Thailand
[5] Natl Sci & Technol Dev Agcy NSTDA, Natl Ctr Genet Engn & Biotechnol BIOTEC, Pathum Thani 12120, Thailand
[6] Naresuan Univ, Fac Med Sci, Dept Microbiol & Parasitol, Mueang 65000, Phitsanulok, Thailand
[7] Rajamangala Univ Technol Thanyaburi RMUTT, Fac Sci & Technol, Dept Biol, Klong 6, Pathum Thani 12110, Thailand
[8] Rajamangala Univ Technol Thanyaburi RMUTT, Fac Engn, Dept Ind Engn, Klong 6, Pathum Thani 12110, Thailand
[9] Srinakharinwirot Univ, Fac Engn, Dept Civil & Environm Engn, Ongkharak 26120, Nakhon Nayok, Thailand
关键词
GHG; Sponge media; MBBR; Biogas; Landfill leachate; HYDRAULIC RETENTION TIME; NITROUS-OXIDE EMISSION; WASTE-WATER TREATMENT; MICROPOLLUTANT BIODEGRADATION; NITRIFYING BACTERIA; ANAMMOX BACTERIA; REMOVAL; COMMUNITIES; PHOSPHORUS; REDUCTION;
D O I
10.1016/j.biortech.2021.124952
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
This research investigates the treatment efficiency and greenhouse gas (GHG) emissions of non-floating and floating bed AS systems with acclimatized sludge treating landfill leachate. The GHGs under study included carbon dioxide (CO2), methane (CH4), and nitrous oxide (N2O). The non-floating and floating bed AS systems were operated in parallel with identical landfill leachate influent under different hydraulic retention time (HRT) conditions (24, 18, and 12 h). The experimental results showed that the treatment efficiency of organic compounds under 24 h HRT of both systems (90 - 98%) were insignificantly different, while the nutrient removal efficiency of both systems were between 54 and 98 %. The treatment efficiency of the floating bed AS system, despite shorter HRT, remained relatively unchanged due to an abundance of effective bacteria residing in the floating media. The CO2 emissions were insignificantly different between both AS systems under all HRT conditions (22 - 26.3 mu mol/cm(2).min). The CO2 emissions were positively correlated with organic loading but inversely correlated with HRT. The CH4 emissions were positively correlated with HRT (26.3 mu mol/cm(2).min under 24 h HRT of the floating bed AS system). The N2O emissions were positively correlated with nitrogen loading, and the N2O emissions from the floating bed AS system were lower due to an abundance of N2O-reducing bacteria. The floating media enhanced the biological treatment efficiency while maintaining the bacterial community in the system. However, the floating media promoted CH4 production under anoxic conditions. The originality of this research lies in the use of floating media in the biological treatment system to mitigate GHG emissions, unlike existing research which focused primarily on enhancement of the treatment efficiency.
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页数:11
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