Abstract

Efficiency of Pollution Removal in Preliminary Settling Tanks of Household Wastewater Treatment Plants in the Roztocze National Park

Highlights

  • According to the Polish Norm PN-EN 12566–3: 2016–10, a domestic wastewater treatment plant is a facility that can serve up to 50 people

  • Domestic wastewater is wastewater from homes, collective housing, and public buildings originating from the use of toilet and other household facilities, and wastewater of a similar composition originating from these buildings [Water Law 2017]

  • The three- and four-chamber primary settling tanks we studied had mean total suspended solids (TSS) removal efficiencies of 51% and 68%, respectively

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Summary

Introduction

According to the Polish Norm PN-EN 12566–3: 2016–10, a domestic wastewater treatment plant is a facility that can serve up to 50 people. Every domestic wastewater treatment plant should consist of at least two stages of treatment: mechanical and biological. Wastewater is first treated mechanically in a primary settling tank, where sedimentation and flotation processes as well as anaerobic sediment stabilization take place [Dymaczewski et al 2011]. The effluent from the settling tank is treated biologically under aerobic conditions in sand filters, biological beds, activated sludge chambers, hybrid reactors (activated sludge + biological bed), or constructed wetlands [Jóźwiakowski 2012]. Treated wastewater can be discharged into the ground (through a soakaway well or a drainfield), water facilities, or surface waters [Jawecki et al 2016]

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