Portable and Drinking Water Treatment Ozone, Chlorine Dioxide and Chlorination
Solve for disinfectant concentration.
note: for most applications n = 1
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CT value constant | |
disinfectant concentration | |
contact time to achieve percentage of bacteria or virus inactivation |
Warren Viessman, Jr, Mark J. Hammer. 1993. Water Supply and Pollution Control. Harper Collins College Publishers. 5th ed.
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