Reservoir operation decisions require constant reevaluation in the fac
e of conflicting objectives, varying hydrologic conditions. and freque
nt operational policy changes. Optimality is a relative concept very m
uch dependent on the circumstances under which a decision is made. Mor
e than anything else, reservoir management authorities need the means
to assess the impacts of various operational options. It is their resp
onsibility to define what is desirable after a thorough evaluation of
the existing circumstances. This article presents a model designed to
generate operational trade-offs common among reservoir systems. The mo
del avoids an all-encompassing problem formulation and distinguishes t
hree operational modes (levels) corresponding to normal, drought, and
flood operations. Each level addresses only relevant system elements a
nd uses a static and a dynamic control module to optimize turbine perf
ormance within each planning period and temporally. The model is used
for planning the operation of the Savannah River System.