2002
DOI: 10.1109/59.982207
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Optimal dispatch of generating units of the Itaipu hydroelectric plant

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Cited by 160 publications
(61 citation statements)
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“…Los caudales se optimizan tomando en cuenta la semejanza dinámica de cada turbina a altura de diseño, esto es a igualdad de cifra de presión y cifra de caudal. Existen otras metodologías alternativas para casos específicos [5,6,7].…”
Section: Metodologiaunclassified
“…Los caudales se optimizan tomando en cuenta la semejanza dinámica de cada turbina a altura de diseño, esto es a igualdad de cifra de presión y cifra de caudal. Existen otras metodologías alternativas para casos específicos [5,6,7].…”
Section: Metodologiaunclassified
“…varies abruptly in short times, mainly due to the plant turbined outflow, Q, given by the addition of the outflows of all the units composing the plant. For some power plant configurations, fcj also varies with the reservoir spillage, s. In (2), the term k j q 2 j represents hydraulic losses resulting from friction of the water in penstock, where k j is a constant expressed in s 2 /m 5 [11].…”
Section: Hydro Generating Unitsmentioning
confidence: 99%
“…Recent studies [14,15] have shown that interest on this technique is still relevant. Although it can easily overcome the nonlinear and nonconcave character of the hydro scheduling problem, it poses difficulties to manage the unit start-ups and shut-downs.…”
Section: Introductionmentioning
confidence: 99%