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水力发电学报 ›› 2026, Vol. 45 ›› Issue (7): 111-120.doi: 10.11660/slfdxb.20260708

• • 上一篇    

复杂重力流输水系统水锤防护多目标优化

  

  • 出版日期:2026-07-25 发布日期:2026-07-25

Multi-objective optimization of water hammer protection schemes for complex gravity flow conveyance systems

  • Online:2026-07-25 Published:2026-07-25

摘要: 针对水锤防护方案优化过程中存在的计算效率低,参数搜索盲目等问题,提出一种基于理论公式的防护参数协同优化方法。旨在通过理论公式缩小参数寻优范围,实现水锤防护参数的智能化快速设计。首先推导了考虑管阀耦合的极限水锤关阀时间公式,计算初始关阀时间并确定寻优范围;在此基础上,采用特征线法生成样本数据,训练以关阀时间和调压室直径为输入的多层感知机(MLP)代理模型;结合NSGA-Ⅲ算法开展多目标迭代寻优,并通过灰色关联分析选择最优方案。结果表明:关阀时间公式具有较高精度,工程实例中公式假设的阀前测压管水头较特征线法的相对偏差小于2%;MLP代理模型预测精度较高,5折交叉验证平均R2大于0.94,平均均方根误差小于0.3 m;优化后调压室体积较初始设计减少20.5%,有效提升了水锤防护方案的经济性与安全性。

关键词: 极限水锤, MLP模型, NSGA-Ⅲ优化算法, 多目标优化, 重力流输水系统

Abstract: To address the issues of low computational efficiency and blind parameter searching in the optimization of water hammer protection schemes, a collaborative optimization method for protection parameters based on theoretical formulas is proposed. This study aims to construct a precise optimization space through theoretical formulas so that an intelligent and rapid design of the parameters can be achieved. First, a limiting valve-closing time formula for water hammer that accounts for pipe-valve coupling is derived to determine the initial closing time and establish the search domain. Using this formula, the Method of Characteristics (MOC) is employed to generate sample data for training a Multi-Layer Perceptron (MLP) surrogate model, with valve-closing time and surge tank diameter as input variables. The NSGA-III algorithm is then applied for multi-objective iterative optimization, and the optimal scheme is selected using Grey Relational Analysis (GRA). The results indicate that the derived valve-closing time formula has high accuracy, with a relative deviation of less than 2% between the theoretically assumed piezometric head and the MOC simulation results. The MLP surrogate model demonstrates excellent predictive performance, achieving an average R2 exceeding 0.94 and an average RMSE of less than 0.3 m in 5-fold cross-validation. Furthermore, the optimized surge tank volume is reduced by 20.5% compared to the initial design, significantly improving both the cost-effectiveness and safety of the water hammer protection scheme.

Key words: limited water hammer, multilayer perceptron, NSGA-Ⅲ, multi-objective optimization, gravity flow water supply system

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