| Abstract: | Design parameters based upon influent suspended (SS) and volatile suspended solids (VSS) concentrations and hydraulic loading rates were evaluated. Functional relationships and coefficients describing the efficiency of the ISF process were developed based upon laboratory data from filter units containing 0.17 mm effective sand size (ε′) media. Adequate SS and VSS removals were observed for the 0.17 mm ε′ sand filters. Field data from other studies using filter units containing 0.17, 0.40, and 0.68 mm ε′ sand were also evaluated using the model. Sand sizes larger than 0.17 mm ε′ did not produce effluents satisfying a federal secondary standard of 30 mg/1 of SS when the filter influent suspended solids were predominantly algae. |
