An equation was derived for describing the measured inactivation of particl
e-associated coliform bacteria in wastewater secondary effluent exposed to
UV light disinfection. Parameters of importance are the inactivation rate c
oefficient and the total number of particles that contain coliform bacteria
. Prediction of coliform bacteria dose-response is possible to within the e
rror associated with the multiple-tube fermentation test. The theoretically
derived modeling equation can be used with other design approaches that ha
ve specific strengths (e.g., incorporation of regulatory permit limitations
or hydraulic characteristics). A minimum particle size seems to govern the
ability of a particle to shield coliform bacteria from UV light. Particles
smaller than that size do not contain regions shielded from UV light. At s
izes greater than the critical particle size, size is not significant in de
termining shielding of coliform bacteria. Coliform bacteria are not typical
ly located in the most shielded regions within particles, and therefore the
inactivation of coliform bacteria within a particle does not indicate the
application of UV light throughout that particle.