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. 2022 Sep 10;71(4):795–808. doi: 10.1007/s00267-022-01716-6

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Fig. 7 — Spectra for the simulated effluent before and after the adsorption treatment (T = 298 K, adsorbent dosage = 2 g L⁻¹, pH = 6.5, stirring rate = 180 rpm, V = 100 mL)