An Integrated Approach to the Biological Reactor-Sedimentation Tank System

Secondary clarifiers are demanded to separate solids created in activated sludge biological processes in order to achieve both a clarified effluent and to manage the biological processes itself. Indeed, the biological process may influence the sludge characteristics and conversely the settling efficiency of the sedimentation basin plays an important role on the biological process in the activated sludge system. The proposed model represents a tool for better addressing the design and management of activated sludge system in waste water treatment plants. The aim is to develop a numerical model which takes into account both the conditions in the biological reactor and the sludge characteristics coupled to the hydrodynamic behaviour of a clarifier tank. The obtained results show that the different condition in the reactor exert a great influence on the sedimentation efficiency.

Secondary clarifiers are demanded to separate solids created in activated sludge biological processes to achieve both a clarified effluent and to manage the biological processes itself. Indeed, the biological process may influence the sludge characteristics, and conversely, the settling efficiency of the sedimentation basin plays an important role on the biological process in the activated sludge system. The proposed model represents a tool for better addressing the design and management of activated sludge system in wastewater treatment plants. The aim is to develop a numerical model which takes into account both the conditions in the biological reactor and the sludge characteristics coupled to the hydrodynamic behavior of a clarifier tank. The obtained results show that the different conditions in the reactor exert a great influence on the sedimentation efficiency.