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STUDIES ON THE EFFICIENCY OF GRUNDWATER TREATMENT PROCESS WITH ADSORPTION ON ACTIVATED ALUMINA

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Figure

Figure 1. Schematic of CE 581.
Table 1. Average concentrations of pollutants at any stage of groundwater treatment.
Figure 2. Changes removal efficiency of individual pollutants depending on the speed of filtration.
Table 2. Efficiency of removal of individual pollutants.

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