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. 2022 Jan 27;6(4):2100129. doi: 10.1002/gch2.202100129

Figure 3.

Figure 3

CDI performance for removing F at an initial concentration of 6 ppm at A) different initial TDS and B) different flow rates, C) different co‐ions spiked in tap water, and D) adsorption efficiency for anions in a mixture. Effect of E) TDS and Cl, and F) F and NO3 were studied on the CDI performance.