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Ozone and Biofiltration Optimization For Multiple Objectives
Author(s) -
Carlson Kenneth H.,
Amy Gary L.
Publication year - 2001
Publication title -
journal ‐ american water works association
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.466
H-Index - 74
eISSN - 1551-8833
pISSN - 0003-150X
DOI - 10.1002/j.1551-8833.2001.tb09102.x
Subject(s) - biofilter , ozone , water treatment , environmental science , chemistry , environmental engineering , environmental chemistry , organic chemistry
Biofiltration can be an effective drinking water treatment process when ozonation is practiced beforehand. The objectives and therefore the designs of these two processes are usually not related to biological treatment goals, and no effort has been made to determine the compatibility of the goals of these integrated treatment processes. The optimal application of ozone (O 3 ) for disinfection is the minimum dose that provides a target level of microorganism inactivation. This dose was equivalent to the optimal O 3 dose for biological treatment, defined as the minimum dose that would achieve the maximum relative BDOC rapid removal. Additionally, the O 3 process is limited with respect to controlling the formation of BDOC rapid . Increasing the O 3 dose beyond the optimal dose will result in little additional BDOC rapid formation, little additional release of biodegradable dissolved organic carbon to the distribution system, and an increase in the cost of operation. A conceptual approach for optimizing the O 3 and biofiltration processes for biological treatment objectives is described for three case studies. The results indicate that biological treatment goals can be satisfied to a large degree while simultaneously meeting other drinking water treatment objectives such as disinfection and particle removal.