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three different polarity cycles as a function of applied current density to the E-CEM. The initial concentration of free chlorine in the RO water measured 0.10 mg/L compared to 0.00 mg/L measured for the KW-city water. Figure 9 shows the free chlorine concentration of the combined effluents is the highest for E-CEM effluents produced at the highest current density of 612 A/m2 applied to the module for both electrode water sources RO (closed symbols, 9 mg/L) and KW-city (open symbols, 2 mg/L). 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 0 100 200 300 400 500 600 700 Applied Current Density Figure 9. Average free chlorine concentration as a function of current density and electrode water source at 60 gpd, (●) RO electrode water source at 612, 408, 204 Amps/m2 (○) KW-city water electrode water source 612, 408, 204 Amps/m2 As the applied current density to the module is reduced from 612 A/m2 to 204 A/m2 the measured free chlorine concentration is reduced from 9 mg/L to 3.7 mg/L RO and 2 mg/L to 0.8 mg/L KW-city water. The effluents produced while using RO water contained on the order of 78% more free chlorine with the exception of measurement made for KW-city water at 408 17 mg/L ChlorinePDF Image | Extraction CO2 H2 in Seawater Electrolytic Cation Exchange
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