CONTINUOUS-BACKWASH UPFLOW FILTRATION FOR PRIMARY EFFLUENT

The objective of the research was to investigate the feasibility of co ntinuous-backwash upflow filtration of primary effluent. Feasibility w as assessed on the basis of removal of suspended solids, turbidity, bi ochemical oxygen demand. and the change in particle size distribution over varying filtration rates. Continuous-backwash filtration was effe ctive over a wide range of wastewater filtration rates varying from 96 to 264 L/m2.min (2.4 to 6.6 gal/ft2.min). An average of 70% of the su spended solids (over an influent range from 8 to 56 mg/L), 46% of the turbidity (over an influent range from 20 to 72 NTU), and 27% of the t otal 5-day biochemical oxygen demand (over an influent range from 61 t o 101 mg/L) was removed by primary effluent filtration with no subsequ ent buildup of headloss. Neither the filtration rate nor the influent concentration influenced the removal efficiency for suspended solids, turbidity, biochemical oxygen demand, or affected the particle size di stribution of the filtered effluent within the range evaluated.