Reliability, vulnerability, and resilience provide measures of the frequenc
y, magnitude, and duration of the failure of water resources systems, respe
ctively. Traditionally, these measures have been estimated using simulation
. However, this can be computationally intensive, particularly when complex
system-response models are used, when many estimates of the performance me
asures are required, and when persistence among the data needs to be taken
into account. In this paper, an efficient method for estimating reliability
, vulnerability, and resilience, which; is based on the First-Order Reliabi
lity Method (FORM), is developed and demonstrated for the case study of man
aging water quality in the Willamette River, Oregon. Reliability, vulnerabi
lity, and resilience are determined for different dissolved oxygen (DP) sta
ndards. DO is simulated using a QUAL2EU water quality response model that h
as recently been developed for the Oregon Department of Environmental Quali
ty (ODEQ) as part of the Willamette River Basin Water Quality Study (WRBWQS
). The results obtained indicate that FORM can be used to efficiently estim
ate reliability, vulnerability, and resilience.