The process begins with pre-treatment, using physical methods to remove suspended and floating solids from wastewater to reduce the load on subsequent treatment stages. Coarse screens act as primary filtration, intercepting large debris, while fine screens further filter smaller particles, ensuring the proper operation of downstream treatment units. The vortex grit chamber utilizes centrifugal force to efficiently remove heavy granular materials such as sand, reducing sludge production and enhancing treatment efficiency. The secondary treatment stage is the core of wastewater treatment. The modified oxidation ditch (MBBR-A/A/O) technology combines the advantages of conventional activated sludge processes and biofilm processes, achieving efficient organic matter degradation and nitrogen and phosphorus removal through alternating aerobic, anoxic, and anaerobic conditions. The addition of MBBR media provides greater surface area for microbial attachment, enhancing the system's resilience to shock loading, improving treatment efficiency, and upgrading effluent quality. In the advanced treatment stage, an intermediate pumping station, dissolved air flotation tank, and chemical dosing unit work together to further remove suspended solids and certain dissolved pollutants from the wastewater. The dissolved air flotation process injects air into water to form fine bubbles that attach to suspended particles, causing them to float to the surface, thereby achieving solid-liquid separation. The chemical dosing room enhances pollutant coagulation and settling by adding coagulants and flocculants, further improving effluent water quality. The disinfection process serves as the final barrier in wastewater treatment; the ultraviolet (UV) disinfection tank utilizes the germicidal effect of UV light to effectively inactivate bacteria, viruses, and other pathogens in the water, reducing pollution risks to the receiving water body.