Le. Ormsbee et Ke. Lansey, OPTIMAL-CONTROL OF WATER-SUPPLY PUMPING SYSTEMS, Journal of water resources planning and management, 120(2), 1994, pp. 237-252
The requirements and basic components of a typical optimal control env
ironment for water-supply pumping systems are presented and discussed.
Examined model components include hydraulic network models, demand fo
recast models, and optimal control models. A review of existing optima
l control methodologies for water-supply pumping systems is also provi
ded. Examined methodologies are classified on the basis of the type of
system to which the methodology can be applied (single source-single
tank or multiple source-multiple tank), the type of hydraulic model us
ed (mass balance, regression, or hydraulic simulation), the type of de
mand model used (distributed or proportional), the type of optimizatio
n method used (linear programming, dynamic programming, or nonlinear p
rogramming), and the nature of the resulting control policy (implicit
or explicit). Advantages and disadvantages of each approach are presen
ted, along with recommendations for future work. The applicability of
current technology to an existing water-supply pumping system is exami
ned in light of existing technical limitations and operator acceptance
issues.