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Fecal Coliform Removal within a Marshland Upwelling System Consisting of Scatlake Soils
Authors:Stephen D. Richardson  Kelly A. Rusch
Affiliation:1Graduate Researcher, Komex International Ltd., Suite 203, 10408-124th St., Edmonton AB, Canada, T5N 1R5; formerly, Institute for Ecological Infrastructure Engineering, Louisiana State Univ. 100 ELAB, Baton Rouge, LA 70803.
2Director, Institute for Ecological Infrastructure Engineering. Louisiana State Univ., 100 ELAB, Baton Rouge, LA 70803 (corresponding author). E-mail: krusch@lsu.edu
Abstract:The marshland upwelling system (MUS) was installed on private camps in the Grand Bay National Estuarine Research Reserve, Moss Point, Mississippi. The system was evaluated for its effectiveness in removing fecal coliforms from settled, raw wastewater. A suite of studies was performed at flow rates of 1.9, 2.8, and 5.5 L/min and an injection frequency of 30 min every 3 h to investigate fecal coliform removal. An additional study was performed at a flow rate of 2.8 L/min and an injection frequency of 15 min every hour. Overall, the MUS consistently maintained fecal concentrations below effluent regulatory standards for shellfish harvesting waters (14 most probable number of colonies per 100 mL). Mean influent concentrations of 55,269±2,218,016 colony forming units (CFU)/100 mL were reduced to effluent counts of 2.7±14.07 CFU/100 mL (observed in the 1.5 m wells). Three- to four-log reductions in influent counts were observed over the initial 1.4 vector?m from the injection well. The overall removal followed a first-order decay relationship with respect to vector distance, resulting in removal rate constants ranging from 5.6 to 6.6/m and predicted surface concentrations approaching 0 CFU/100 mL. The 2.8 L/min for 30 min every 3 h treatment provided the best effluent quality.
Keywords:Domestic wastes  Wastewater treatment  Coliform bacteria  Wetlands  Subsurface flow  Coastal environment  Abatement and removal  
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