Evaluation of post-treatment after wastewater stabilization ponds at municipal wastewater treatment plant

Abstract

Abstract The primary objective of this study was to assess the operational conditions of the municipal wastewater treatment system. This system comprises a wastewater treatment plant that employs the activated sludge process, along with wastewater stabilization ponds as the third stage of treatment. The operating conditions of the wastewater stabilization ponds were observed during both normal operation and malfunction scenarios. The average values of the pollutant parameters at the inlet and outlet of the ponds did not differ significantly. However, an increase in the concentrations of total organic carbon (TOC) and phosphates was observed at the ponds’ outlet. Specifically, the TOC increased from 2.25 mg/dm3 (inlet) to 5.02 mg/dm3 (outlet), while phosphates rose from 0.34 mg/dm3 (inlet) to 3.02 mg/dm3 (outlet). The analyzed pollutants in the wastewater stabilization ponds samples were characterized by seasonal variability, particularly concerning TOC, dissolved oxygen, ammonium nitrogen, and phosphates. During malfunctions, the highest pollutant load (including activated sludge and precipitated phosphorus) was delivered to the first wastewater stabilization pond, inducing the phenomenon of internal loading, leading to increase in phosphates concentrations. To mitigate such issues, the main force should be focused on the proper operation of the wastewater stabilization ponds and wastewater treatment plants.

Keywords

• Wastewater stabilization ponds
• Internal loading
• Phosphorus
• Activated sludge
• Sludge bulking