Process Performance of Secondary Effluent Granular Media Filtration with and without Preozonation

Abstract

A 10-month pilot study compared the performance of conventional granular media filtration (CGMF) with granular media filtration with preozonation (OGMF) to determine the effects of preozonation on filter performance. Filtration recoveries were lower for OGMF compared to CMGF when operated at a loading rate of 18.3 m/h. Operation at 18.3 m/h met turbidity requirements for California Department of Public Health Title 22 unrestricted reclaimed water requirements for both OGMF and CGMF. Preozonated secondary effluent at a transferred dose of 3 mg/L resulted in an increase in ultraviolet transmissivity (UVT) of approximately 6% and greater than 5-log inactivation of male-specific bacteriophage MS2. Wet weather flow events resulted in UVT decrease and a decline in MS2 inactivation to less than 3 log attributed to higher ozone demand in the secondary effluent. Preozonation increased N-nitrosodimethlyamine (NDMA) concentration approximately 10 times, but subsequent filtration reduced levels to secondary effluent values. A net increase in NDMA was observed at times.

Physico‐Chemical Processes

“…The new system demonstrated a much higher efficiency in the treatment of pchloronitrobenzene, increasing its removal by 50% with 1.5 mg/L of dissolved ozone. A 10-month pilot study by Merlo et al (2015) was carried out to investigate the effects of preozonation on the performance of granular media filter for the treatment of secondary effluent. The results revealed that although preozonation could significantly increase the formation of N-nitrosodimethlyamine (NDMA), the following granular media filtration was able to reduce NDMA to that in the secondary effluent levels.…”