To DeltaCascade
Thank you for your response. Actually my project is to develop a tool/model for cyanide destruction using H2O2 and arsenic precipitation using FeCl3. The problem is I don’t have any formulas that can relate flow rate, reagent dosage, design parameters and influent and effluent...
Please give me some information on how to calculate effluent concentration of cyanide and arsenic in wastewater treatment which relate the flow rate, detention time and dosage of reagents..For cyanide destruction we use hydrogen peroxide and for arsenic precipitation we use ferric chloride...