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Treatment of Wastewater from the Foundry Industry Using Fenton Process

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Figure 1.

Impact of wastewater pH and H2O2 dosage on effectiveness of decrease of COD
Impact of wastewater pH and H2O2 dosage on effectiveness of decrease of COD

Figure 2.

Impact of H2O2 dosage on effectiveness of decrease of COD
Impact of H2O2 dosage on effectiveness of decrease of COD

Figure 3.

Impact of Fe2+/H2O2 mass ratio on effectiveness of decrease of COD
Impact of Fe2+/H2O2 mass ratio on effectiveness of decrease of COD

Figure 4.

Impact of time of reaction on effectiveness of decrease of COD
Impact of time of reaction on effectiveness of decrease of COD

Figure 5.

The change of the concentration of sulfate and chloride ions in wastewater before and after the purification process
The change of the concentration of sulfate and chloride ions in wastewater before and after the purification process

The physico-chemical characteristics of wastewater

Parameter Unit Value
pH 6.0
Total suspended solids (TSS) mg/L 57
Chemical oxygen demand (COD) mgO2/L 4045
Non-ionic surfactants (NS) mg/L 245
Cu mg/L <0.05
Zn mg/L 0.10
Ni mg/L <0.1
Cl- mg/L 70
SO4 2- mg/L 51
eISSN:
1899-0142
Lingua:
Inglese
Frequenza di pubblicazione:
4 volte all'anno
Argomenti della rivista:
Architecture and Design, Architecture, Architects, Buildings