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Pre-flocculation of secondary treated wastewate rin enhancing the performance of microfiltration

机译:二次处理废水的预絮凝提高了微滤性能

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In this study,a new design of static floatingmediumflocculator was examined for its ability to remove suspended solids,organics and phosphorus.The floating medium flocculator also produced uniform microflocs,which could be removed easily by cross flow microfiltration.Flocs formed enhanced the permeate flux of microfiltration.The floating medium flocculator was able to be operated at high velocities of up to 40 m/h,producing filterable flocs of around 20 mum.Using a filter bed depth of 1m,the floating medium flocculator was able to remove 45% of suspended solids,to as low as 1.3 mg/L;83% of turbidity,achieving values<1 NTU;97% of phosphorus,reducing orthophosphate to 0.07 mg/L and 45% of organics,to as low as 1.02 ppm C total organic carbon(TOC).A periodic backwash for duration of 1 min every 90 min enabled the floating medium flocculator to run continuously without termination.A series of experiments was conducted with a combined system of flocculation-microfiltration to assess its capability in removing solids and organics.The improvement of flux by the pre-flocculation was also investigated.The purpose of the floating medium flocculator was to produce filterable flocs and also removal of solids and organics.The critical flux of kaolinclay suspension of 10-100 mg/L was measured with a 0.2 mum membrane,in the presence of 0-4 mg/L of fulvic acid.The pretreatment of flocculation leads to 50% removal of organics,while producing uniform microflocs of 13-16 mum.It enhanced the critical flux by 70% and esulted in a further 30-70% removal of organics by microfiltration.
机译:本研究对一种新型的静态浮选絮凝器进行了研究,研究了其对悬浮物,有机物和磷的去除能力。浮选絮凝剂还产生了均匀的微絮凝物,可以通过错流微滤将其轻松去除。悬浮介质絮凝器能够以高达40 m / h的高速运行,产生约20微米的可过滤絮凝物。使用1m的滤床深度,悬浮介质絮凝器能够去除45%的悬浮液固体,低至1.3 mg / L;浊度为83%,值<1 NTU;磷为97%,将正磷酸盐还原为0.07 mg / L和有机物的45%,总有机碳含量低至1.02 ppm C (TOC)。每90分钟进行1分钟的定期反冲洗使漂浮介质絮凝器能够连续运行而不会终止。使用絮凝-微滤组合系统进行一系列实验以评估其上限悬浮液絮凝器的目的是生产可过滤的絮凝物以及固体和有机物的去除。高岭土悬浮液的临界通量为10-100用0.2微米的膜在0-4毫克/升的富里酸存在下测定mg / L。絮凝的预处理导致50%的有机物去除,同时产生13-16微米的均匀微絮凝物。临界通量提高了70%,并通过微滤进一步去除了30-70%的有机物。

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