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首页> 外文期刊>Ecological engineering: The Journal of Ecotechnology >Nitrogen removal from wastewater plant secondary effluent in a compound natural treatment system
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Nitrogen removal from wastewater plant secondary effluent in a compound natural treatment system

机译:复合自然处理系统中废水处理厂二次污水中的氮去除

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摘要

A method for removal of low concentrations of nitrogen in the secondary effluent from a wastewater plant was evaluated. The method can be summarized as follows: Primary Subsurface Vertical Row Wetland (PSVFW)→ Submerged Macrophyte Oxidation Ponds (SMOPs) → Secondary Subsurface Vertical Flow Wetland (SSVFW). Pilot experiments were conducted to assess the efficiency of total nitrogen (TN) removal from secondary effluent from the Chengjiang Wastewater Treatment Plant, China. At a total hydraulic retention time (HRT) of 21.38 days and a hydraulic loading (HL) of 0.024 m~3 m~2 d~(-1), the average TN concentration in the influent decreased from 6.60 mgL~(-1) in the influent to 0.87 mgL~(-1) in the effluent, thus meeting the Class-III surface water standards. PSVFW mediated the ammonification of organic nitrogen (ORG-N) and the nitrification of NH3-N (ammonia), resulting in a TN reduction of 7.58%. In the SMOPs, the concentration of NH3-N was further reduced, and most NO3~--N (nitrate nitrogen) was denitrified under aerobic conditions, resulting in a 63.18% TN reduction. In the SSVFW, the concentrations of the remaining NO3--N and ORG-N declined even further so that the whole process accounted for an 86.82% TN removal efficiency relative to the influent TN concentrations.
机译:评估了一种从废水处理厂去除次级污水中低浓度氮的方法。该方法可归纳如下:一次地下垂直行湿地(PSVFW)→水下大型植物氧化塘(SMOPs)→二次地下垂直流湿地(SSVFW)。进行了中试实验,以评估从中国澄江污水处理厂二次污水中去除总氮的效率。在总水力停留时间(HRT)为21.38天,水力负荷(HL)为0.024 m〜3 m〜2 d〜(-1)时,进水口的总TN浓度从6.60 mgL〜(-1)降低废水中的总磷达到0.87 mgL〜(-1),从而达到III类地表水标准。 PSVFW介导有机氮(ORG-N)的氨化和NH3-N(氨)的硝化,导致TN减少7.58%。在SMOPs中,NH3-N的浓度进一步降低,并且大多数有氧条件下的NO3-〜N(硝酸根氮)被反硝化,导致总氮减少了63.18%。在SSVFW中,剩余的NO3--N和ORG-N的浓度甚至进一步降低,因此,相对于进水TN浓度,整个过程占TN去除效率的86.82%。

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