Granite residual soil mixed with up to 15% of palm oil fuel ash (POFA) by dry weight was investigated to ascertain its adsorption capacity with regards to its use as an adsorbent material for leachate. A batch equilibrium adsorption study was carried out in which the effect of dosage and pH on the adsorption capacity of granite residual soil -POFA mixture was determined. In general, the results showed that adsorbent dosage and pH had significant effect on the sorption capacity of the soil -POFA mixture. Such as example, Manganese ion which had the highest initial concentration of 18.23 mg/l in leachate, once gone through the shaking process, the amount which had been adsorbed by the admixture increased from 22.92 mg/g at 0% POFA content to 30.32 mg/g at 15% POFA. The increased pattern of adsorption capacity of the admixtures occurred with the increment of pH values. The optimum condition for the effectiveness sorption of contaminant for the mixture is 15% POFA content and pH values is 6. It can be concluded that the mixture granite residual soil-POFA is expected to be an economical adsorbent product for metal ion remediation in leachate. to Nik Daud and Mohammed [16]. Landfill leachate used in this study was collected from Jeram landfill sanitary, located in Kuala Selangor, Malaysia. Sample was collected directly from the pipes connected to the equalization lagoon and taken to the cold room in the laboratory for proper storage.
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Batch Equilibrium AdsorptionBatch equilibrium adsorption tests (BEATs) were performed on the soil samples and the leachate to quantify the potential adsorption of some specified metal ions namely; Pb, Cr, Mn, Fe and Zn. The granite residual soil was mixed 5, 10 and 15% palm oil fuel ash (adsorbent) by dry weight of the soil. The test was carried out in accordance with procedure described by Shackelford and Daniel, (1991). The 1:4 ratio was maintained by adding 50g of soil -POFA mixture and 200g of solution (leachate) into a conical flask and the mixtures were placed in a table shaker (HS 500 Janke and Kunker, Ika-Werk) at a speed of 30 hub/mins. After shaking, samples were centrifuged at 50 RPM for 10 minute (model Kubota 5200) by using fabricated small column before obtaining the supernatant and keep it in a plastic bottle ( Figure 1).The solutions were analyzed using Atomic Absorption Spectrophotometer (AAS), model UNICAM 969. The amount of adsorption at equilibrium q e (mg/g) was calculated using equation (1).Where o C and e C (mg/l) are the initial and equilibrium concentration of metal ion solution, V is the volume of the solution in liters and m is the amount of mass of dry adsorbent used (g). Similarly, the percentage adsorption was determined by using Equation (2).( )Where o C and e C (mg/l) are the initial and equilibrium concentration of metal ion solution.
Results and Discussion
Materials PropertiesThe index properties of natural granite residual soil and mixture soil with 15% POFA have been tabulated in Table 1
Effect of Adsorbent DoseThe amount of palm oil...