SEPARATION OF COLLOIDAL POLYMERIC WASTE USING A LOCAL SOIL

The use of a local soil as a destabilizer for an emulsified colloidal wastewater was investigated in this study. The soil was found to conta in 68% quartz, 24% muscovite, and 8% hedenbergite and to have a surfac e area, a pore volume, and a pore diameter of 173 m(2)/g, 0.16 c(3)/g, and 40.5 Angstrom, respectively. While preliminary investigation of t he pollutants in the raw wastewater revealed their poor solubility and settleability, the reduction of the supernatant COD increased with th e increase in soil mass and time until equilibrium was reached (within 24 h). Furthermore, the lowest supernatant COD achieved was within th e acceptable range set by the regulatory authority. While destabilizat ion of the colloidal polymers by the soil was attributed to the adhesi on enhanced by the large soil surface area and the existence of alumin um and iron oxides, sedimentation was believed to occur because of dis crete and zone types of settling. A considerable portion of the remova l efficiency was achieved in the first hour and in the time range of ( 6-24 h), resulting in removal efficiencies as high as 95%. While the l oading rate and the capacity of the soil were inversely proportional t o the soil mass, the findings of the study indicated that lower kineti cs and higher equilibrium capacities are expected if the clay proporti on in the soil is increased by separation of quartz. (C) 1998 Elsevier Science B.V.