Because of increasing concern about balancing health risks for microbiologi
cal control and disinfection by-product formation, utilities are closely ex
amining and optimizing disinfection practices. The authors present a method
ology for developing site-specific, in-plant (finished water) chlorine (Cl-
2) residual and trihalomethane (THM) formation models. In a case study, the
methodology was applied at three operating water treatment plants in the P
aris suburbs. A key obstacle was the limited historical record of bromide (
Br-) occurrence. However, lab chlorination experiments indicated that appro
ximately 10 percent of Br- was typically incorporated into THMs. In-plant C
l-2 residuals were accurately simulated with a simple first-order Cl-2 cons
umption model. The most accurate THM simulations were obtained using a rece
ntly developed US Environmental Protection Agency model that incorporates s
pecies-specific reactivity parameters.