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Coliform concentration reduction and related performance evaluation of a down-flow anaerobic fixed bed reactor treating low-strength saline wastewater

机译:下流厌氧固定床反应器处理低浓度盐废水的大肠菌群浓度降低及相关性能评价

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Low-strength saline wastewater may be generated by tourist facilities, industries and communities located in coastal areas. Sea salts, mostly chlorides, when present in wastewaters at high concentrations, can cause inhibition on biological treatment processes. In this study, a laboratory down-flow anaerobic fixed bed reactor (DFAFBR) was used for treating saline wastewater. This wastewater was simulated by dilution of piggery manure in a synthetic saline water to obtain a final total COD concentration in the range of 1100-2900 mg/l and a salt concentration of 15 g/l. The DFAFBR was operated at hydraulic retention times (HRT) of 96, 48, 24 and 12 h.The results showed that at sea salts concentrations in the range from 5 to 15 g/l, total coliform concentration reduction efficiencies higher than 97% were achieved. A decrease in the total and faecal coliform concentration reduction efficiencies from 99.5% to 90.5% and 92.5%, respectively, was observed when the HRT decreased from 96 to 12 h.Enumeration of coliform bacteria isolated from the biofilm in different zones of the reactor showed that more than 94% of the total amount was removed in the upper zone. A HRT of 24 It was required to obtain total COD, organic-N, total-P and faecal coliform concentration reduction efficiencies higher than 72%, 51%, 39% and 98%, respectively. A concentration of 8.4 g/l for chlorides, 1.25 g/l for sulphates and 4.6 g/l for sodium did not affect the process performance. (C) 2004 Elsevier Ltd. All rights reserved.
机译:沿海地区的旅游设施,行业和社区可能会产生低浓度盐水。海盐,主要是氯化物,当以高浓度存在于废水中时,可能会对生物处理过程产生抑制作用。在这项研究中,实验室下流式厌氧固定床反应器(DFAFBR)用于处理含盐废水。通过在合成盐水中稀释猪粪来模拟废水,以获得最终的总COD浓度为1100-2900 mg / l,盐浓度为15 g / l。 DFAFBR在96、48、24和12 h的水力停留时间(HRT)下运行,结果表明,在5至15 g / l的海盐浓度下,总大肠菌群降低浓度的效率高于97%实现。当HRT从96h降至12h时,总粪便和大肠菌群浓度降低效率分别从99.5%降低到90.5%和92.5%。从反应器不同区域从生物膜分离的大肠菌群细菌计数表明超过94%的上部区域被清除。 HRT为24。需要获得总COD,有机氮,总P和粪便大肠菌群降低浓度的效率分别高于72%,51%,39%和98%。氯化物的浓度为8.4 g / l,硫酸盐的浓度为1.25 g / l,钠的浓度为4.6 g / l不会影响工艺性能。 (C)2004 Elsevier Ltd.保留所有权利。

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