首页> 外文会议>2011 International Conference on Remote Sensing, Environment and Transportation Engineering >Study on the enhanced biological nitrogen and phosphorus removal in a full-scale wastewater treatment plant with modified carrousel oxidation ditch process
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Study on the enhanced biological nitrogen and phosphorus removal in a full-scale wastewater treatment plant with modified carrousel oxidation ditch process

机译:改良型Carrousel氧化沟工艺处理大型污水处理厂中生物脱氮除磷的研究

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In order to solve the increasingly serious problem of eutrophication in China, the government had issued a new wastewater discharge standard that focuses on reducing the nutrients from effluents (TN < 15 mg/L, TP<0.5 mg/L). These stringent new requirements had resulted in the need for improved nutriment removal from existing full-scale wastewater treatment plants. In this study a series of reform were carried out in a full-scale wastewater treatment plant with modified carrousel oxidation ditch process located in Henan province of China. In order to improve the nutriment removal efficiency, low oxygen control strategy was adopted and the gas supply of aerobic zone was optimized y. By reducing the quantity of aeration in the front of the oxidation ditch and controlling the DO between 1 and 1.5 mg/L in the export, the anoxic zone was formed in the front of the oxidation ditch. The run way of modified oxidation ditch was changed from anoxic/anaerobic/aerobic to anoxic/anaerobic/anoxic/aerobic. After adjusting, the effluent quality was substantially improved. The concentrations of COD, NH4+-N, TN and TP in the effluent were below 30mg/L, 2mg/L, 15mg/L and 0.5mg/L, respectively. All of these indicators met the new wastewater discharge standards enacted in China.
机译:为了解决中国日益严重的富营养化问题,政府发布了新的废水排放标准,重点是减少废水中的营养物(TN <15 mg / L,TP <0.5 mg / L)。这些严格的新要求导致需要从现有的全尺寸废水处理厂中去除营养。在这项研究中,对位于中国河南省的具有改进的卡鲁塞尔氧化沟工艺的大型污水处理厂进行了一系列改造。为了提高营养去除效率,采用了低氧控制策略,对好氧区的供气进行了优化。通过减少氧化沟前部的曝气量并控制出口处的DO在1至1.5 mg / L之间,在氧化沟前部形成了缺氧区。改性氧化沟的运行方式由缺氧/厌氧/好氧改为缺氧/厌氧/缺氧/好氧。调整后,出水水质显着提高。废水中的COD,NH 4 + -N,TN和TP浓度分别低于30mg / L,2mg / L,15mg / L和0.5mg / L,分别。所有这些指标均符合中国制定的新的废水排放标准。

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