作者: A. Karbowski
DOI: 10.1007/BF00940461
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摘要: In this paper, a theoretical analysis of the problem water reservoir control during flood is presented. The goal considered reduction damages caused by high level in plain below reservoir. It assumed that these depend on culminant release from paper contains derivation necessary conditions optimality (in form maximum principle) as well solutions for various (general) deterministic inflow scenarios, while taking into account complete description constraints.