I am investigating the wastewater treatment process of a wastewater with COD of 7000 mg/L. Wastewater enters into a tank with HRT of 14 days and anaerobic process takes place in this reactor. According to Metcalf & Eddy's instruction, 2600 mg/L of CaCO3 is added to the tank. But pH of outlet stream is about 4.8. why? and how can I fix this problem? in other words, I want to set pH at 7 to activate methanogenic bacteria to treat the wastewater?  

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