کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
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4453881 | 1620814 | 2016 | 9 صفحه PDF | دانلود رایگان |
![عکس صفحه اول مقاله: Simultaneous denitrification and denitrifying phosphorus removal in a full-scale anoxic–oxic process without internal recycle treating low strength wastewater Simultaneous denitrification and denitrifying phosphorus removal in a full-scale anoxic–oxic process without internal recycle treating low strength wastewater](/preview/png/4453881.png)
Performance of a full-scale anoxic–oxic activated sludge treatment plant (4.0 × 105 m3/day for the first-stage project) was followed during a year. The plant performed well for the removal of carbon, nitrogen and phosphorus in the process of treating domestic wastewater within a temperature range of 10.8°C to 30.5°C. Mass balance calculations indicated that COD utilization mainly occurred in the anoxic phase, accounting for 88.2% of total COD removal. Ammonia nitrogen removal occurred 13.71% in the anoxic zones and 78.77% in the aerobic zones. The contribution of anoxic zones to total nitrogen (TN) removal was 57.41%. Results indicated that nitrogen elimination in the oxic tanks was mainly contributed by simultaneous nitrification and denitrification (SND). The reduction of phosphorus mainly took place in the oxic zones, 61.46% of the total removal. Denitrifying phosphorus removal was achieved biologically by 11.29%. Practical experience proved that adaptability to gradually changing temperature of the microbial populations was important to maintain the plant overall stability. Sudden changes in temperature did not cause paralysis of the system just lower removal efficiency, which could be explained by functional redundancy of microorganisms that may compensate the adverse effects of temperature changes to a certain degree. Anoxic–oxic process without internal recycling has great potential to treat low strength wastewater (i.e., TN < 35 mg/L) as well as reducing operation costs.
The full-scale wastewater treatment plant (WWTP) performed well for the removal of carbon, nitrogen and phosphorus in the anoxic–oxic process treating domestic wastewater within a temperature range of 10.8°C to 30.5°C during a year. Effluent quality met with class 1B Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (WWTP) (GB18918–2002, China) in terms of COD, NH4+–N, TN and TP (COD < 60 mg/L, NH4+–N < 8 mg/L, TN < 20 mg/L, TP < 1.5 mg/L).Figure optionsDownload as PowerPoint slide
Journal: Journal of Environmental Sciences - Volume 39, January 2016, Pages 175–183