2011
DOI: 10.1007/s11269-011-9851-9
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Derivation of Aggregation-Based Joint Operating Rule Curves for Cascade Hydropower Reservoirs

Abstract: Operating rule curves have been widely applied to reservoir operation, due to their ease of implementation. However, these curves are generally used for single reservoirs and have rarely been applied to cascade reservoirs. This study was conducted to derive joint operating rule curves for cascade hydropower reservoirs. Steps in the proposed methodology include: (1) determining the optimal release schedule using dynamic programming to solve a deterministic long-term operation model, (2) identifying the forms of… Show more

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Cited by 129 publications
(70 citation statements)
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“…China (Hsu et al 2004; Liu et al 2011;Guo et al 2013;Li et al 2015). Although this 126 approach does not directly consider the economic value of each use in the operation process, 127 it does consider the priority of each use with the priority order reduced from the top to the 128 bottom.…”
Section: Mckinney 1997) Previous Studies Have Investigated Reservoirmentioning
confidence: 99%
“…China (Hsu et al 2004; Liu et al 2011;Guo et al 2013;Li et al 2015). Although this 126 approach does not directly consider the economic value of each use in the operation process, 127 it does consider the priority of each use with the priority order reduced from the top to the 128 bottom.…”
Section: Mckinney 1997) Previous Studies Have Investigated Reservoirmentioning
confidence: 99%
“…The main difference between the multi-reservoir operation model and river basin model is that the decision variables in multi-reservoir operation models are reservoir operation rule curves, which consist of a series of storage volumes or levels at different periods, and the aim of multi-reservoir optimal operation is to establish reservoir operation rule curves at the planning/design stage and provide long-term operation guidelines for reservoir managers to meet expected water demands [37][38][39]. Therefore, the decision variables, which will be optimized in the two optimization problems, are parameters of the river basin model and multi-reservoir optimal operation model, and the dimension being varied is the number of model parameter values being changed to generate a new search neighbourhood.…”
Section: Model Description and Study Areamentioning
confidence: 99%
“…Their control poses a challenging problem, since it must cope with different conflicting objectives as water supply, hydropower, and flood control [1][2][3][4][5]. Operating with guide curves is a common practice in typical reservoir operation [6][7][8]. These operating strategies however, rely on long term records that can filter and underestimate extreme events such as drought and flood conditions [9].…”
Section: Introductionmentioning
confidence: 99%