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Optimization Operation Model Coupled with Improving Water-Transfer Rules and Hedging Rules for Inter-Basin Water Transfer-Supply Systems

机译:流域间供水系统的优化运行模型与改进的输水规则和套期规则相结合

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摘要

Due to the great complexity and the nonlinear and dynamic characteristics of joint optimization operations in inter-basin water transfer-supply systems (IBWTS), rational operating rules (water-transfer rules and hedging rules) are essential in water resources management at the planning stage. Currently, the water-transfer rules in optimization operation model are not reasonable as there is only one water-transfer rule curves for each recipient reservoir, so that they cannot reflect the refined water transfer especially when there is a small water shortage. Therefore, the purpose of this study is mainly to develop new water-transfer rules to improve the effectiveness of water transfer. That is, upper-and-lower water-transfer rule curves for each recipient reservoir and one water-transfer rule curve for one donor reservoir are developed to make water-transfer decisions. In the proposed rule, water transfer involves a combined decision-making process in consideration of water storages of both the recipient and donor reservoirs. Most importantly, when there is less water shortage in recipient reservoirs, the actual transferred water is no more than the water flow interpolated within the designed delivery capacity instead of only the designed delivery capacity in other existing rules. Because it is an interactive process of water transfer and water supply in the IBWTS operations, operation models coupled with the improving water-transfer rules and hedging rules are established for solving the operation problems. Finally, a North-line IBWTS located in Liaoning Province in China is employed as a case study. And a coarse-grained parallel PSO algorithm with a simulation model is employed for effectively deriving the operating rule curves (water-transfer and hedging rule curves). The operation results show that the proposed rule-based operation model are reasonable and can significantly reduce water transfer with less influence on the water-supply capability than other existing operating rules.
机译:由于流域间供水系统(IBWTS)联合优化操作的复杂性以及非线性和动态特性,合理的操作规则(调水规则和对冲规则)对于规划阶段的水资源管理至关重要。目前,优化运行模型中的输水规律并不合理,因为每个受纳水库只有一条输水规律曲线,以致它们不能反映出精炼水的转移,特别是在缺水少的情况下。因此,本研究的目的主要是为了开发新的调水规则,以提高调水的有效性。即,制定每个受主水库的上下输水规则曲线和一个供体水库的一条输水规则曲线,以做出输水决策。在拟议的规则中,考虑到受主和受主水库的蓄水量,水的转移涉及综合决策过程。最重要的是,当受纳水库的水短缺较少时,实际输送的水量不超​​过设计输送量内插补的水流量,而不仅仅是其他现有规则中的设计输送量。由于它是IBWTS运行中输水和供水的交互过程,因此建立了与改进的输水规则和套期规则相结合的运行模型来解决运行问题。最后,以位于中国辽宁省的北线IBWTS为例。并采用带有仿真模型的粗粒度并行PSO算法有效地推导了操作规则曲线(调水和对冲规则曲线)。运行结果表明,所提出的基于规则的运行模型是合理的,并且与其他现有运行规则相比,可以显着减少水的输送,对供水能力的影响较小。

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