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兼顾调节特性和经济成本的调压室体型优化策略

A Strategy for Optimising Surge Chamber Body Shape with Balance Between Regulation Characteristics and Economic Cost

  • 摘要: 过渡过程动态特性和调压室建设成本是调压室体型设计中需要关注的两个主要方面。如何选取调压室体型参数使两者均达到最优对水电站建设和运行具有重要意义。针对这一问题,基于第三代非支配排序遗传算法(NSGA-Ⅲ)和优劣解距离评价方法(TOPSIS),提出了一种兼顾大小波动调节特性和工程投资最优的调压室体型优化策略。首先,基于特征线法,建立水力发电系统精细化模型。其次,以调压室断面直径、阻抗孔直径和安装位置为决策变量,分别建立以大波动动态特性(机组最大水头+机组转速最大上升率)与调压室体积为目标的大波动优化模型和以转速超调量与ITAE为目标的小波动优化模型,并引入NSGA-Ⅲ算法,得到调压室在两种优化模型下的Pareto解集。最后,基于TOPSIS评价方法,以上述4个优化目标为决策层,对Pareto解集进一步评价,得到兼顾大小波动调节特性和经济性最优的调压室体型。结果表明,与得分最低的方案相比,最优方案在牺牲较小调压室经济性的前提下,能够有效改善大小波动综合调节特性,实现平衡调压室建设成本和大小波动综合调节特性的目标。研究结果对水电站调压室结构设计具有重要指导意义。

     

    Abstract: The dynamic characteristics of the transition process and the cost of surge chamber construction are the two main aspects to be considered in the design of the surge chamber body. Selecting the parameters of the surge chamber structure to optimize both of these aspects is of great significance for the construction and operation of hydropower stations. To address this challenge, a surge chamber body shape optimization strategy based on the Non-dominated Sorting Genetic Algorithm III(NSGA-III) and Technique for Order of Preference by Similarity to Ideal Solution(TOPSIS) is proposed.This strategy considers the optimality of both the dynamic characteristics of the transition process and the engineering investment. Firstly, a refined model of the hydroelectric system is established based on the feature line method. Secondly, by taking the surge chamber diameter, impedance hole diameter, and installation position as decision variables, the paper establishes a large fluctuation optimization model targeting large fluctuation dynamic characteristics(Maximum head of unit+Maximum rate of increase of unit speed) and surge chamber volume, as well as a small load disturbance optimization model targeting rotational speed overshoot and ITAE. NSGA-III is introduced to obtain the Pareto solution sets under the two optimization models. Finally, using the TOPSIS evaluation method, the Pareto solution sets are further evaluated with the above four optimization objectives as the index system. This process leads to the identification of the surge chamber body type that considers the optimality of both the dynamic characteristics of the transition process and economic factors. The results indicate that, compared with the lowest-scoring scheme, the optimal scheme can effectively improve the integrated regulation characteristics of large and small fluctuations under the premise of sacrificing a small surge chamber economy, and realizes the goal of balancing the construction cost of surge chamber and the integrated regulation characteristics of large and small fluctuations.These findings are of great significance in guiding the structural design of surge chambers in hydropower stations.

     

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