The water-quality parameters influencing the performance of a UV disinfecti
on system in the tailing region (typically apparent at doses greater than 3
0 mW . s/cm(2) in wastewater secondary effluents) are the inactivation rate
coefficient (k) and the number of particles with associated coliform bacte
ria (N-p). In this research, the natural variations of k and N-p in a waste
water secondary effluent and the relative impact of filtration on reducing
the variability of these two parameters was investigated. The coefficient o
f variation (COV) of k in the effluent of a secondary clarifier, a sand fil
ter, and a disc filter was roughly 39% for all three effluents. The sand an
d disc filters reduced the COV of N-p in the secondary effluent from 112% t
o 63% and 68%, respectively. Thus. filtration can be used to reduce the var
iability in N-p to improve the long-term performance of a UV disinfection s
ystem. The type of filtration system necessary was found to be dependent on
the average log reduction in N-p required to meet the discharge requiremen
t at the wastewater treatment plant.