ダム群制御システムにおける分割化基準と河道流下の非線形性

Abstract

The aim of this study is to establish an optimal procedure for the operation of theflood control system by a combination of the application of optimization techniques andthe use of rainfall simulation. That is to say, the entire flood control system is consid-ered to be composed of several subsystems. The operation of each subsystem may beoptimized by the application of Dynamic Programming, while the whole complexsystem will be controled through the direct connection among the optimal solution ofeach subsystem.Under those circumstances, we propose a procedure for dividing the entire flood con-trol system into several subsystems and moreover introduce the flood routing mechanisminto the recursive equation of Dynamic Programming for the subsystems. Those appro-aches are applied to the flood control system in Yodo River.