2013
DOI: 10.2166/nh.2013.391
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Decomposition–coordination model of reservoir group and flood storage basin for real-time flood control operation

Abstract: The research of joint optimization operation of complex flood control systems is still in the process of development. This paper introduces a decomposition-coordination model for solving the multiobjective optimization problem for real-time flood control operation in reservoir group and flood storage basin. The multi-objective programming is established for maximum safety of the reservoir group and minimum losses of flood storage basin, according to the real-time flood control requirements. Then, a third-order… Show more

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Cited by 40 publications
(18 citation statements)
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“…The hydrometric stations also benefit from precipitation gauges [40,41] (Figure 2c). Heavy rains fall hourly, and they are recorded within 24 h, according to the Berg intensity scale [42][43][44][45]. Some of the data on precipitations were obtained from the regional meteorological stations within the Siret basin.…”
Section: Methodsmentioning
confidence: 99%
“…The hydrometric stations also benefit from precipitation gauges [40,41] (Figure 2c). Heavy rains fall hourly, and they are recorded within 24 h, according to the Berg intensity scale [42][43][44][45]. Some of the data on precipitations were obtained from the regional meteorological stations within the Siret basin.…”
Section: Methodsmentioning
confidence: 99%
“…As a large interconnected system, reservoir group has complex structure and large scale, also, the addition of an objective function would result in the exponential increasing of the system dimension, but the DCMLSS can solve this problem smartly [48] . The basic though of the DCMLSS is to decompose the large system into several independent and interrelated subsystems that is as the first level called the lower system.…”
Section: ) the Decomposition-coordination Methods Of Large Scale Systmentioning
confidence: 99%
“…The reservoir inflow in each time period has been chosen as the model input. With the reservoir release and inflow, the storage in each time period can be worked out according to Equation (6), and the water level and the tail water level can be derived from Equations (7) and (8). The power outputs are then calculated by Equation (9), and the objective functions in Equations (1) and (2) of each individual are finally evaluated.…”
Section: Methodsmentioning
confidence: 99%