Overview
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Key numbers
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- chromium removal using electrocoagulation by iron electrode to treat Cr(VI) in range of 10–50
- solubility in pH range of 6–12 and is considered an essential nutrient in low concentrations
- 0.1mg/L (5). Chemical and physical treatment methods for Cr (VI) include adsorption (6–8),
- be assumed 100 % efficient at initial stages of the remediation process (27,29). However,
- power consumption (30,31,25). Therefore, operational parameters are essential means in
- the ability to assess the cell’s performance under a wide range of operating conditions (32).
- the concentration of Cr(VI) ranges between 0.2 and 2 μg/L (49). The secondary removal
- model considers 100 % current efficiency (CE) for iron anode dissolution and assumes water
- setup, the reader is directed to the experimental study (44). Table 1 shows the simulated
- to the experimental study (20). The initial condition consists of 25 mg/L Cr(VI) equivalent
- as a function of pH, solution ionic strength, and temperature presented in Table 2 (51–
- efficiency of 85 % for solution containing 20 mM sulphate operated at 6.45 mA/cm2. Fig.
- final electrolyte pH. The current efficiency is assumed 100 %, which is consistent with
- experimental studies in sulphate containing electrolytes where it is reported 80–110 % for
- lower iron dissolution efficiencies in systems containing carbonate or nitrate (0–20 %)
- setup. Additionally, presence of chloride in the system has resulted in 66 % iron electrode
- empirical studies for Cr(VI)–Fe(II) systems, presented in Table 2, under 0.6mA/cm2 with
- 100 % iron anode dissolution efficiency. The empirical kinetic rate model developed by
- 0.062mA/cm2 current densities for 20mg/L initial concentration of Cr(VI) in the anolyte
- removal efficiency of Cr(VI) using electrocoagulation technique (20). Assuming 100 %
- condition consists of 25mg/L Cr(VI) equivalent to 0.24 mM K2Cr2O7 with initial pH of
- the range of 10–50 mg/L. The operational parameters are considered 3.2 mA and Q =
- as 1750 mg/L with applied current density of 0.3mA/cm2 and flowrate of 6.5 mL/min,
- Normalized dissolved chromium concentration with 100 % iron dissolution current
- = 10mg/L, Q = 50mL/min, I = 3.2mA (b) Cr(VI)0 = 50mg/L, Q = 10mL/min, I = 3.2mA.
Methods (brief)
- (59). Heidmann I, Calmano W, 2008. Removal of Cr(VI) from model wastewaters
Implications
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Update history
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