2019
DOI: 10.1111/jfr3.12586
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Determining dynamic water level control boundaries for a multi‐reservoir system during flood seasons with considering channel storage

Abstract: The dynamic control of reservoir water level during flood seasons (WLFS) allows a trade-off between flood control and water resources conservation. In this process, the WLFS dynamic control boundaries are key parameters. The channel flood routing affects the dynamic control operations. However, flood routing is seldom considered in multi-reservoir aggregation (a popular method for tackling the curse of dimensionality in multi-reservoir issues). To address this knowledge gap, this study conceptualises channel f… Show more

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Cited by 15 publications
(6 citation statements)
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References 34 publications
(38 reference statements)
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“…Various physical characteristics and boundary conditions are required to be determined to construct physically based models, which require in-depth (extensive) knowledge of the physical process. Widely used physically based models involve the Muskingum model [1][2][3] and the hydrodynamic model based on Saint-Venant equations, which are solved by various numerical methods [4][5][6][7][8][9][10].…”
Section: Introductionmentioning
confidence: 99%
“…Various physical characteristics and boundary conditions are required to be determined to construct physically based models, which require in-depth (extensive) knowledge of the physical process. Widely used physically based models involve the Muskingum model [1][2][3] and the hydrodynamic model based on Saint-Venant equations, which are solved by various numerical methods [4][5][6][7][8][9][10].…”
Section: Introductionmentioning
confidence: 99%
“…This is particularly crucial when attempting to achieve flood routing for complex reaches that are difficult to model accurately using physical models. This paper compares and analyzes the effectiveness of different common ML models by using two complex reaches of the Yangtze River as case studies; some reaches of the Yangtze River have been used for flood routing by the Muskingum models [50,51], numerical methods [52,53], ML models [23,26], and so on. These two reaches were chosen because they are representative and necessary for river flood routing.…”
Section: Introductionmentioning
confidence: 99%
“…Zhang et al [12] discussed and improved the DC-FLWL on the basis of forecast information. Gong et al [13] conceptualized river flood routing as a hypothetical reservoir based on the Muskingum model and analyzed its impact on dynamic control boundaries. Ning et al [14] assessed flood risk by considering flood forecast uncertainty and analyzed the impacts at different FLWLs.…”
Section: Introductionmentioning
confidence: 99%