Aziz Hamidi Abdul, Alias Salina, Assari Faridah, Adlan Mohd Nordin
School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia.
Waste Manag Res. 2007 Dec;25(6):556-65. doi: 10.1177/0734242X07079876.
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 (d50) was 11.68 microm. Three types of coagulants were examined in bench scale jar test studies: aluminium sulphate (alum), ferric chloride (FeCl3) and ferrous sulphate (FeSO4). 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. FeCl3 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 d50 of sludge after coagulation at pH 4 with a 2500 mg L(-1) FeCl3 dose was 60.16 microm, 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.
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。仅采用物理或生物处理工艺通常不足以去除这些成分,特别是对于生化需氧量(BOD)/COD比值较低的渗滤液。本研究的主要目的是调查混凝和絮凝工艺从马来西亚槟城一个半好氧垃圾填埋场产生的渗滤液中去除悬浮固体、颜色和COD的效率。一项为期12个月的渗滤液特性研究表明,其年平均BOD/COD比值为0.15,且已部分稳定,可能几乎不会发生进一步的生物降解。对原渗滤液的粒度分析表明,其第50百分位数(d50)为11.68微米。在实验室规模的搅拌试验研究中考察了三种类型的混凝剂:硫酸铝(明矾)、氯化铁(FeCl3)和硫酸亚铁(FeSO4)。研究了搅拌速度、沉降时间、pH值、混凝剂用量和温度的影响。在快速搅拌300转/分钟、慢速搅拌50转/分钟和沉降时间60分钟的条件下,在pH值为4和12时,悬浮固体(超过95%)、颜色(90%)和COD(43%)的去除率更高。发现FeCl3优于其他测试的混凝剂。在pH值为4和12时,在相当低的混凝剂用量即600毫克/升时,观察到悬浮固体有较好的去除效果;然而,在pH值为6时,需要约2500毫克/升的混凝剂才能实现良好的去除效果。在较高温度下能实现更好的去除效果。在pH值为4时用2500毫克/升FeCl3剂量混凝后污泥的d50为60.16微米,这表明颗粒已从渗滤液中有效去除。结果表明,混凝和絮凝工艺可有效地用于集成半好氧渗滤液处理系统,特别是用于去除悬浮固体、颜色和COD。