Performance evaluation of horizontal subsurface flow constructed wetlands in the treatment of UASB reactor effluent, based on four years of monitoring

ABSTRACT

A system composed of an upflow anaerobic sludge blanket (UASB) reactor followed by two horizontal subsurface flow wetlands (50 inhabitants each) constructed in parallel was evaluated for the treatment of municipal wastewater generated in the city of Belo Horizonte, Minas Gerais, Brazil. One unit was planted with Typha latifolia, and the other one was not planted. Weekly samples of the effluent from the UASB reactor and the effluent from both wetland units were evaluated for a period of four years of the system’s operation. With the applied loads (average of 0.11 m³.m^-2.d^-1), the final effluent showed excellent quality in terms of organic matter and suspended solids, but it showed low capacity for nitrogen removal. Mean concentration values in the effluent from the planted and unplanted units were, respectively, biochemical oxygen demand: 25 and 23 mg.L^-1; chemical oxygen demand: 50 and 55 mg.L^-1; total suspended solids: 10 and 8 mg.L^-1; total Kjeldahl nitrogen: 30 and 31 mg.L^-1; and N-ammonia: 27 and 28 mg.L^-1. There was no significant difference between the effluent concentrations from the planted and unplanted units for most of the evaluated constituents.

Keywords:
constructed wetlands; constructed subsurface flow; UASB reactor; domestic wastewater; Typha latifolia