Click on “Download PDF” for the PDF version or on the title for the HTML version. If you are not an ASABE member or if your employer has not arranged for access to the full-text, Click here for options. EMPERICAL MODELS OF EFFECTIVENESS OF SINGLE PASS SAND FILTERS FOR WASTEWATER TREATMENTPublished by the American Society of Agricultural and Biological Engineers, St. Joseph, Michigan www.asabe.org Citation: PP. 281-287 IN ON-SITE WASTEWATER TREATMENT: PROC. 9TH NAT. SYMP. INDIVIDUAL AND SMALL COMMUNITY SEWAGE SYSTEMS (11-14 MARCH 2001, FORT WORTH, TEXAS, USA), ED. KAREN MANCL. ST. JOSEPH, MICHIGAN: ASAE 701P0009.(doi:10.13031/2013.6036)Authors: A. Verma, K. Mancl Keywords: BOD, Ammonia, Nitrogen, Biofilter, Effluent Two empirical models to describe the performance of operating sand filter were developed using historical data from Massachusetts and Florida. A total of 143 observations of sand filter performance were used to develop the empirical models. Sand effective size and depth were shown to be the most important factors in describing effluent quality of the operating sand filters. Influent strength over the normal ranges for domestic wastewater, loading rate, sand uniformity coefficient and temperature had little impact on effluent quality. (Download PDF) (Export to EndNotes)
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