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DC Field | Value | Language |
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dc.contributor.author | Le, Ngoc Thuan | - |
dc.contributor.author | Vu, Thi Mai | - |
dc.date.accessioned | 2024-12-31T02:54:43Z | - |
dc.date.available | 2024-12-31T02:54:43Z | - |
dc.date.issued | 2024 | - |
dc.identifier.issn | 2734-9888 | - |
dc.identifier.uri | https://dspace.ctu.edu.vn/jspui/handle/123456789/109873 | - |
dc.description.abstract | Experiments used an aerobic activated sludge reactor to investigate the removal of phenol and formaldehyde from wastewater on a laboratory scale. An activated sludge reactor module with a volume of 70 L, starts up with 10 hours of hydraulic retention time pH value in the range of 6.8-7, the DO in the anoxic compartment is always less than 0.5 mg/L, in the aerobic compartment between the values of 3.0 and 4.5 mg/L The results showed that the activated sludge after the start up process was stable with MLSS 2800 mg/L to 3170 (mg/L), sludge volume index (SVl₃₀) was 156.7 ml/g, and activated sludge showed good sedimentation ability. Phenol in influent less than 200 mg/L, the removal performance of activated sludge reactor is very good, almost all phenol is removed from the wastewater. When treating wastewater with a mixture of phenol and formaldehyde, there is a reduction in treatment efficiency when increasing the pollutant concentration, at a concentration of 300 mg/L of formaldehyde and phenol, only 82.36%, and 72.63% respectively is eliminated. Activated sludge reactor can be used to treat industrial phenol and formaldehyde containing wastewater. | vi_VN |
dc.language.iso | en | vi_VN |
dc.relation.ispartofseries | Tạp chí Xây dựng;Số 679 .- Tr.128-130 | - |
dc.subject | Activated sludge reactor | vi_VN |
dc.subject | Industrial wastewater | vi_VN |
dc.subject | Phenol removal | vi_VN |
dc.title | Phenol biological treatment in wastewater by laboratory scale = Xử lý phenol trong nước thải bằng công nghệ sinh học ở quy môn phòng thí nghiệm | vi_VN |
dc.type | Article | vi_VN |
Appears in Collections: | Xây dựng |
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