2007
DOI: 10.1016/j.isatra.2007.03.003
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Optimal load distribution between units in a power plant

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Cited by 21 publications
(5 citation statements)
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“…As a drawback, spillage cannot be duly used as a decision variable in this approach, as it becomes impossible to calculate how much the variation in the reservoir water will change its level. Furthermore, the fact that all GUs are identical allows the authors to assume that power demands are equally distributed among online GUs [30], which greatly simplifies the problem.…”
Section: Problem Formulationmentioning
confidence: 99%
“…As a drawback, spillage cannot be duly used as a decision variable in this approach, as it becomes impossible to calculate how much the variation in the reservoir water will change its level. Furthermore, the fact that all GUs are identical allows the authors to assume that power demands are equally distributed among online GUs [30], which greatly simplifies the problem.…”
Section: Problem Formulationmentioning
confidence: 99%
“…The problem of optimal load distribution among hydropower plant units is to minimize the total water discharge while ensuring the power system reliability [2,4,6]. This problem is modeled as follows:…”
Section: Problem Descriptionmentioning
confidence: 99%
“…In this paper, the OLD problem is defined as a deterministic optimization problem with a fixed hydraulic head and a single time step [6], namely economic dispatch. The objective is to minimize the total water discharge by optimizing the load distribution among multiple generator units.…”
Section: Introductionmentioning
confidence: 99%
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“…Therefore, managing water resources properly is advised so that water shortages or excessive increase in the reservoir level are avoided as often as possible during dry or wet periods, respectively. An effort to prevent the former scenario, i.e., low availability of resources, is done by optimizing the operation of the HPP, as in Arce et al (2002), Bortoni et al (2007), and Finardi et al (2016), which minimizes costs, maximize efficiency, and minimizes resources usage, respectively. This paper, however, focuses on preventing the latter scenario, i.e., avoiding that unexpected and expressive incoming water flows reach the reservoir and increase its level up to unsafe values.…”
Section: Introductionmentioning
confidence: 99%