Design and Operational Performance of a Modified Bardenpho Process in a Wastewater Treatment Plant
A newly constructed wastewater treatment plant with a design capacity of 100,000 m3/d receives influent containing approximately 15% industrial wastewater, resulting in water quality and quantity fluctuation coefficients of 1.2–1.5, refractory organic matter (as COD) exceeding 35% of total COD, and a total nitrogen (TN) concentration up to 55 mg/L. To ensure stable effluent compliance and enhance shock resistance, a modified Bardenpho process was implemented, integrating multi-point influent distribution, post-anoxic and post-aerobic zones, and supplemented with an equalization basin, high-efficiency sedimentation tank, and denitrifying deep-bed filter. During commissioning and operation, the process achieved average removal efficiencies of 96.10% for COD, 98.24% for NH3-N, 83.89% for TN, and 98.29% for TP. Effluent concentrations stabilized at 15.4 mg/L COD, 0.57 mg/L NH3-N, 7.94 mg/L TN, and 0.12 mg/L TP, consistently meeting the Class 1A standard of GB 18918—2002. The modified Bardenpho process demonstrates strong adaptability and stability for treating wastewater with high nitrogen and refractory organic loads, improving carbon source utilization and reducing energy consumption. Design parameters and operational experience provide valuable references for similar municipal plants, particularly those receiving significant industrial wastewater fractions.