首页> 外文期刊>Waste management & research >The use of alum, ferric chloride and ferrous sulphate as coagulants in removing suspended solids, colour and COD from semi-aerobic landfill leachate at controlled pH
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The use of alum, ferric chloride and ferrous sulphate as coagulants in removing suspended solids, colour and COD from semi-aerobic landfill leachate at controlled pH

机译:使用明矾,氯化铁和硫酸亚铁作为混凝剂,以控制pH值从半好氧垃圾渗滤液中去除悬浮的固体,色素和COD

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Suspended solids, colour and chemical oxygen demand (COD) are among the main pollutants in landfill leachate. Application of physical or biological processes alone is normally not sufficient to remove these constituents, especially for leachate with a lower biochemical oxygen demand (BOD)/ COD ratio. The main objective of this research was to investigate the efficiency of coagulation and flocculation processes for removing suspended solids, colour and COD from leachate produced in a semi-aerobic landfill in Penang, Malaysia. A 12-month characterization study of the leachate indicated that it had a mean annual BOD/COD ratio of 0.15 and was partially stabilized, with little further biological degradation likely to occur. Particle size analysis of the raw leachate indicated that its 50th percentile (d_(50)) was 11.68 μm. Three types of coagulants were examined in bench scale jar test studies: aluminium sulphate (alum), ferric chloride (FeCl_3) and ferrous sulphate (FeSO_4). The effects of agitation speed, settling time, pH, coagulant dosages and temperature were examined. At 300 rpm of rapid mixing, 50 rpm of slow mixing, and 60 min settling time, higher removals of suspended solids (over 95%), colour (90%) and COD (43%) were achieved at pH 4 and 12. FeCl_3 was found to be superior to other coagulants tested. At pH 4 and 12, fair removal of suspended solids was observed at a reasonably low coagulant dose, i.e., 600 mg L~(-1); hHowever, about 2500 mg L~(-1) of coagulant was required to achieve good removals at pH 6. Better removals were achieved at higher temperature. The d_(50) of sludge after coagulation at pH 4 with a 2500 mg L~(-1) FeCl_3 dose was 60.16 μm, which indicated that the particles had been removed effectively from the leachate. The results indicate that coagulation and flocculation processes can be used effectively in integrated semi-aerobic leachate treatment systems, especially for removing suspended solids, colour and COD.
机译:悬浮固体,颜色和化学需氧量(COD)是垃圾渗滤液中的主要污染物。通常仅采用物理或生物过程不足以去除这些成分,特别是对于生化需氧量(BOD)/ COD比较低的渗滤液。这项研究的主要目的是研究混凝和絮凝过程从马来西亚槟城半好氧垃圾填埋场产生的渗滤液中去除悬浮固体,色素和COD的效率。对渗滤液进行的为期12个月的表征研究表明,渗滤液的年BOD / COD平均比值为0.15,并且已部分稳定,几乎不会发生进一步的生物降解。原始渗滤液的粒度分析表明,其第50个百分位数(d_(50))为11.68μm。在台式规模罐试验研究中检查了三种类型的混凝剂:硫酸铝(铝),氯化铁(FeCl_3)和硫酸亚铁(FeSO_4)。检查了搅拌速度,沉降时间,pH,凝结剂用量和温度的影响。在300 rpm的快速混合,50 rpm的缓慢混合和60分钟的沉降时间下,在pH 4和12下,可以实现较高的悬浮固体(超过95%),颜色(90%)和COD(43%)去除率。被发现优于其他测试的混凝剂。在pH 4和12下,在相当低的凝结剂剂量(即600 mg L〜(-1))下观察到了悬浮固体的合理去除。 h然而,需要约2500 mg L〜(-1)的凝结剂才能在pH 6时达到良好的去除效果。 pH值为2500 mg L〜(-1)FeCl_3凝结后,污泥的d_(50)为60.16μm,表明该颗粒已被有效地从渗滤液中去除。结果表明,混凝和絮凝工艺可以有效地用于集成的半好氧渗滤液处理系统中,特别是用于去除悬浮物,颜色和COD。

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