Department of Civil Engineering, Arak Branch, Islamic Azad University, Arak, Iran.
Department of Water Engineering, Kermanshah Branch, Islamic Azad University, Kermanshah, Iran.
Environ Sci Pollut Res Int. 2023 Feb;30(6):16464-16475. doi: 10.1007/s11356-022-22723-4. Epub 2022 Oct 3.
One of the management strategies of water resources systems is the combination of simulation and optimization models to achieve the optimal policies of reservoir operation in the form of specific optimization. This study utilizes an integration of the NSGA-II multi-objective algorithm and WEAP simulator model so that the first objective is to maximize the reliability of providing the needs in front of the second goal, i.e., to minimize the drawdown the water table at the end of the operation time. The dam rule curve or the amount of released volume from the reservoir is optimized to supply downstream uses in these conditions. However, in certain optimizations, the optimal solutions cannot be generalized to other possible inputs to the reservoir, and if the inflow to the reservoirs changes, the obtained optimal solutions are no longer efficient and the system must be re-optimized in the form of an optimizer algorithm. Therefore, to solve this problem, a new method is extended on the basis of the combination of the support vector machine and NSGA-II algorithm for optimal real-time operation of the system. The results demonstrate that the average error rate of optimal rules derived from support vector machines is less than 2.5% compared to the output of the NSGA-II algorithm in the verification step, which indicates the efficiency of this method in predicting the optimal pattern of the dam rule curve in real time. In this structure, based on the inflow to the reservoir, the volume of water storage in the reservoir and changes in the reservoir storage (at the beginning of the month) and the downstream demands of the current month, the optimal release amount can be achieved in real time. Therefore, the developed support vector machine has the ability to provide optimal operation policies based on new data of the inflow to the dam in a way that allows us optimally manage the system in real time.
水资源系统的管理策略之一是结合模拟和优化模型,以具体优化的形式实现水库运行的最优政策。本研究利用 NSGA-II 多目标算法和 WEAP 模拟器模型的集成,使第一个目标是最大化满足需求的可靠性,其次是最小化运行时间结束时地下水位的下降。优化大坝规则曲线或从水库释放的水量,以在这些条件下供应下游用水。然而,在某些优化中,最优解不能推广到水库的其他可能输入,并且如果水库的入流发生变化,获得的最优解不再有效,系统必须以优化器算法的形式重新进行优化。因此,为了解决这个问题,在支持向量机和 NSGA-II 算法组合的基础上扩展了一种新方法,用于系统的实时优化。结果表明,与验证步骤中 NSGA-II 算法的输出相比,支持向量机得出的最优规则的平均误差率小于 2.5%,这表明该方法在实时预测最优大坝规则曲线模式方面的效率。在这种结构中,根据水库的入流、水库的储水量以及水库储水量的变化(月初)和当月的下游需求,可以实时实现最优释放量。因此,开发的支持向量机具有根据大坝入流的新数据提供最优运行策略的能力,使我们能够以最优的方式实时管理系统。