Chlorine Contact Tank & Disinfection CT Calculator
Determine EPA Surface Water Treatment Rule (SWTR) CT compliance, T10 effective contact detention time, baffling factors, and log-inactivation of pathogens.
Contact Basin & Plant Flow
Water Quality & Disinfectant
EPA Disinfection CT Evaluation
Frequently Asked Questions
What is the "CT" disinfection concept in water treatment?
CT is the mathematical product of the disinfectant residual concentration (C in mg/L) and the effective contact time (T in minutes): CT = C × T. The EPA Surface Water Treatment Rule (SWTR) establishes minimum CT requirements to guarantee verified log-kill of waterborne pathogens.
Why does the EPA mandate using T10 instead of hydraulic retention time?
Unbaffled rectangular or circular tanks suffer from intense hydraulic short-circuiting where incoming water rushes straight from inlet to outlet along channel flow paths. T10 is the time it takes for the first 10% of water molecules to pass through the basin, representing the minimum disinfection exposure experienced by the fastest-moving water.
Why does higher pH make chlorine disinfection significantly less effective?
When chlorine dissolves in water, it forms hypochlorous acid (HOCl) and hypochlorite ion (OCl-). HOCl is roughly 80 to 100 times more potent a germicide than OCl-. At pH 6.5, over 90% exists as potent HOCl; but at pH 8.0, only 20% remains as HOCl, requiring up to triple the CT contact time to achieve identical pathogen kill.