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Performance of the hydrolyzation film bed and biological aerated filter (HFB-BAF) combined system for the treatment of low-concentration domestic sewage in south China

机译:水解膜床与曝气生物滤池(HFB-BAF)联合系统在华南地区低浓度生活污水处理中的性能

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The performance of the hydrolyzation film bed and biological aerated filter (HFB-BAF) combined system in pilot scale (with a daily treatment quantity of 600-1300 m(3) d(-1)), operated for 234 days, for low-strength domestic sewage was assessed using different amounts of aeration, reflux ratios and hydraulic loading rates (HLR). In steady state it was found that the average removal efficiency of chemical oxygen demand (COD) and biological oxygen demand at 5 days (130135) were 82.0% and 82.2% and the average effluent concentrations were 15.8 mg L-1 and 9.4 mg L-1 respectively as the HFB was running at an HLR of 1.25-1.77 m(3) m(-2) h(-1) and the BAF was running at an HLR of 1.56-2.21 m(3) m(-2) h(-1). In general, the removal efficiency of total nitrogen (TN) fluctuated with the HLR, gas-water ratio and reflux ratio, so the ratio of gas to water should be controlled from 2:1 to 3:1 and the reflux ratio should be as high as possible. The effluent concentration of TN was 10.4 mg L-1 and the TN removal averaged 34.3% when the gas-water ratio was greater than 3:1 and the reflux ratio was 0.5. The effluent concentration and removal efficiency of NH4+-N averaged respectively 2.3 mg L-1 and 78.5%. The overall reduction of total phosphorus (TP) was 30% and the average effluent concentration was 0.95 mg L-1. The removal efficiency of linear alkylbenzene sulfonates (LAS) reached 83.8% and the average effluent concentration was almost 0.9 mg L-1. The effluent concentration and removal efficiency of polychlorinated biphenyls (PCBs) were 0.0654 mu g L-1 and 37.05% respectively when the influent concentration was 0.1039 mu g L-1. The excess sludge containing water (volume 15 m(3)) was discharged once every 3 months. The power consumption of aeration was 0.06-0.09 kWh of sewage treated. The results show that the HFB-BAF combined technology is suitable for the treatment of low-concentration municipal sewage in south China. (c) 2005 Society of Chemical Industry.
机译:水解膜床和曝气生物滤池(HFB-BAF)组合系统在中试规模(每天处理量为600-1300 m(3)d(-1))下的性能为234天,低使用不同的曝气量,回流比和水力负荷率(HLR)评估生活污水的强度。在稳态下,发现5天(130135)的化学需氧量(COD)和生物需氧量的平均去除效率为82.0%和82.2%,平均废水浓度为15.8 mg L-1和9.4 mg L- 1分别是因为HFB以1.25-1.77 m(3)m(-2)h(-1)的HLR运行而BAF以1.56-2.21 m(3)m(-2)h的HLR运行(-1)。通常,总氮(TN)的去除效率随HLR,气水比和回流比的变化而变化,因此气水比应控制在2:1至3:1,回流比应为尽可能高。当气水比大于3:1,回流比为0.5时,TN的出水浓度为10.4 mg L-1,TN去除率平均为34.3%。 NH4 + -N的出水浓度和去除效率平均分别为2.3 mg L-1和78.5%。总磷(TP)的总减少量为30%,平均废水浓度为0.95 mg L-1。线性烷基苯磺酸盐(LAS)的去除效率达到83.8%,平均废水浓度约为0.9 mg L-1。当进水浓度为0.1039μgL-1时,多氯联苯(PCBs)的出水浓度和去除效率分别为0.0654μgL-1和37.05%。每3个月排放一次多余的含水污泥(体积为15 m(3))。曝气的耗电量为0.06-0.09 kWh处理过的污水。结果表明,HFB-BAF联合技术适用于华南地区低浓度城市污水的处理。 (c)2005年化学工业协会。

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