Abstract

Long-term scheduling of large cascade hydropower stations (LSLCHS) is a complex problem of high dimension, nonlinearity, coupling and complex constraint. In view of the above problem, we present an improved differential evolution (iLSHADE) algorithm based on LSHADE, a state-of-the-art evolutionary algorithm. iLSHADE uses new mutation strategies “current to pbest/2-rand” to obtain wider search range and accelerate convergence with the preventing individual repeated failure evolution (PIRFE) strategy. The handling of complicated constraints strategy of ε-constrained method is presented to handle outflow, water level and output constraints in the cascade reservoir operation. Numerical experiments of 10 benchmark functions have been done, showing that iLSHADE has stable convergence and high efficiency. Furthermore, we demonstrate the performance of the iLSHADE algorithm by comparing it with other improved differential evolution algorithms for LSLCHS in four large hydropower stations of the Jinsha River. With the applications of iLSHADE in reservoir operation, LSLCHS can obtain more power generation benefit than other alternatives in dry, normal, and wet years. The results of numerical experiments and case studies show that the iLSHADE has a distinct optimization effect and good stability, and it is a valid and reliable tool to solve LSLCHS problem.

Highlights

  • Hydropower has a significant share on the total energy consumption as it is renewable, clean, and cheap

  • The energy storage operation chart combined with discriminant coefficient method was put forward by Jiang [8], which was successfully applied to cascade reservoirs of Li Xianjiang River in southwest China

  • To avoid premature convergence and to accelerate convergence, we present an improved version of the LSHADE algorithm in this paper, called improved LSHADE (iLSHADE)

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Summary

Introduction

Hydropower has a significant share on the total energy consumption as it is renewable, clean, and cheap. Large cascade hydropower stations (LHS) play an increasingly important role in energy production. Many scholars have conducted a lot of research on the water resources management of LHS. Zhou et al [7] proposed a joint optimal refill rules for cascade reservoirs to solve the conflict between the flood control and refill operation. The energy storage operation chart combined with discriminant coefficient method was put forward by Jiang [8], which was successfully applied to cascade reservoirs of Li Xianjiang River in southwest China. Regarding the input (e.g., inflow) imprecision and uncertainties, Chen et al [9,10,11,12] analyzed the influence of the uncertainty in water resources management and the distribution of flood forecasting error. Djebou et al [13,14] presented the interactions between these hydrologic factors that interplay at the watershed scale using the

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