A mathematical model is developed to optimally schedule long-term stor
mwater infrastructure rehabilitation activities. The model is capable
of considering multiple rehabilitation projects and is driven by overa
ll cost considerations. Rehabilitation activities are scheduled based
on perceived reliabilities and future deterioration expected within th
e specified planning horizon. Future growth within the stormwater drai
nage basin is incorporated using chance constraints that limit the lik
elihood that a stormwater discharge exceeds system conveyance capacity
. Model structure and development are discussed, and a hypothetical ex
ample using a drainage network is presented.