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首页> 外文期刊>Desalination: The International Journal on the Science and Technology of Desalting and Water Purification >Biofilter as pretreatment to membrane based desalination: Evaluation in terms of fouling index
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Biofilter as pretreatment to membrane based desalination: Evaluation in terms of fouling index

机译:生物滤池作为基于膜的海水淡化的预处理:根据结垢指数进行评估

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摘要

The removal of particulate matter and dissolved organic matter from seawater by the use of biofiltration was investigated. Granular activated carbon (GAC) and anthracite were used as biofilter media at two different filtration velocities. Filtrate quality was measured in terms of silt density index (SDI), modified fouling index (MFI) and turbidity removal. Reverse osmosis (RO) was used as a post-treatment. Both biofilters demonstrated similar fouling reduction behavior in terms of SDI and MFI. Fouling potential in terms of MFI values decreased to 10 s/L~2 within the first 10-15 days of operation and kept constant up to the remaining experimental period of 55 days of operation for both GAC and anthracite biofilter. The filtrate turbidity was steady after 10 days and remained low at a value of 0.2-0.3 NTU and 0.28-0.31 NTU for anthracite and GAC biofilter, respectively. Furthermore, the headloss development was low and within 20 cm for biofilter operated at a low velocity of 5 m/h. A post-treatment of reverse osmosis after a pretreatment of GAC and anthracite biofilters showed a reduction in normalized flux decline (J/J_0) from 0.22 to 0.12 and 0.35 to 0.21 during the first 20 h, respectively. The RO flux for seawater declined at a faster rate and continued even after 3 days when no pretreatment was provided.
机译:研究了利用生物过滤法从海水中去除颗粒物和溶解有机物的方法。颗粒活性炭(GAC)和无烟煤被用作两种不同过滤速度的生物滤料。根据淤泥密度指数(SDI),改良结垢指数(MFI)和除浊度来测量滤液质量。反渗透(RO)被用作后处理。两种生物滤池在SDI和MFI方面均表现出相似的结垢减少行为。在运行的前10-15天内,以MFI值表示的结垢潜力降至10 s / L〜2,对于GAC和无烟煤生物滤池,在剩余的运行55天的实验期内,污垢潜力保持恒定。 10天后滤液的浊度保持稳定,无烟煤和GAC生物滤池的滤液浊度分别较低,分别为0.2-0.3 NTU和0.28-0.31 NTU。此外,对于以5 m / h的低速运行的生物滤池,头部损失很低并且在20 cm以内。在进行GAC和无烟煤生物滤池预处理之后,进行反渗透的后处理表明,在最初的20小时内,归一化流量下降(J / J_0)分别从0.22降至0.12和0.35降至0.21。海水的反渗透通量以更快的速度下降,甚至在没有进行预处理的三天后仍持续。

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