Submerged membrane bioreactor:A quick treatment technology for non-fecal domestic sewage.
Liang Li
Abstract
Liang Li
Abstract
Aiming at the relative complexity of conventional domestic sewage water and the difficulties in treating and recycling this kind of water,an advanced treatment of domestic wastewater drained from kitchen,shower,and rinse but not from lavatory was processed. By adjusting the hydraulic retention time(HRT) and the aeration amount of submerged membrane bioreactor(SMBR) ,a set of feasible option of technical parameters was determined to keep the system in steady-state. When the treatment was conducted under the optimum operation conditions of HRT 80 minute and air/water ratio 12-15,MLSS 7000-9100 mg·L-1,and solid retention time(SRT) about 40-55 d,the removal rate of COD,NH+4-N,and total P was 85.5%,53.1%,and 44.9%,and the COD,BOD5,NH+4-N,total P,and LAS of effluent water were 20-30 mg·L-1,1-5 mg·L-1,2-3.08 mg·L-1,0.59-0.9 mg·L-1,and 0.41-0.67 mg·L-1,respectively,meeting the National Standards for Recycling(GB/T 18920-2002) .
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Aiming at the relative complexity of conventional domestic sewage water and the difficulties in treating and recycling this kind of water,an advanced treatment of domestic wastewater drained from kitchen,shower,and rinse but not from lavatory was processed. By adjusting the hydraulic retention time(HRT) and the aeration amount of submerged membrane bioreactor(SMBR) ,a set of feasible option of technical parameters was determined to keep the system in steady-state. When the treatment was conducted under the optimum operation conditions of HRT 80 minute and air/water ratio 12-15,MLSS 7000-9100 mg·L-1,and solid retention time(SRT) about 40-55 d,the removal rate of COD,NH+4-N,and total P was 85.5%,53.1%,and 44.9%,and the COD,BOD5,NH+4-N,total P,and LAS of effluent water were 20-30 mg·L-1,1-5 mg·L-1,2-3.08 mg·L-1,0.59-0.9 mg·L-1,and 0.41-0.67 mg·L-1,respectively,meeting the National Standards for Recycling(GB/T 18920-2002) .
Key concepts: Effluent, Aeration, Hydraulic retention time, Membrane bioreactor, Sewage, Sewage treatment, Wastewater, Environmental engineering