Geometric optimization of a vertical-shaft spiral spillway tunnel based on a Kriging surrogate model

IF 4 3区 工程技术
Wen Wang, Ming-hao Deng, Jiao Zhang, Tao Xue, Rui Liu, Le Niu, Shan-shan Li
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引用次数: 0

Abstract

Vertical-shaft spiral spillways are widely used in high-head reservoirs because of their compact configuration and high energy-dissipation efficiency. The complex three-dimensional swirling flow makes it difficult for the structure to be optimized using empirical design methods. To address this problem, a numerical multi-objective optimization framework was developed, which integrates computational fluid dynamics (CFD), a Kriging surrogate model, and a multi-objective genetic algorithm (MOGA). The contraction ratio (n), the ratio of the stilling-well depth to the shaft-section diameter (H / d), and the ratio of the pressure-slope-section length to the shaft-section diameter (L / d) were defined as the design variables, while the energy-dissipation rate (η) and the velocity-uniformity coefficient (CV) served as optimization objectives. A Kriging surrogate model was constructed and validated using CFD simulation results, with determination coefficients (R2) exceeding 0.94 and Root Mean Square Errors (RMSE) below 0.40. The MOGA was applied to obtain a Pareto-optimal solution set reflecting the trade-offs between η and CV. The optimal configuration was characterized by an increased H / d of 1.03, an extended L / d of about 4.13, and a reduced n of 14.24. Compared with the original design, η increased by 9.97% and CV decreased by 64.77%, indicating significant improvements in energy-dissipation efficiency and flow uniformity. The proposed framework provides a reliable and efficient tool for the hydraulic optimization of vertical-shaft spiral spillway tunnels.

基于Kriging代理模型的立井螺旋泄洪洞几何优化
竖井螺旋溢洪道结构紧凑、耗能效率高,在高水头水库中得到广泛应用。复杂的三维旋流使结构难以用经验设计方法优化。为了解决这一问题,开发了一个数值多目标优化框架,该框架集成了计算流体动力学(CFD)、Kriging代理模型和多目标遗传算法(MOGA)。以收缩比(n)、静井深度与井筒直径之比(H / d)、压力-坡段长度与井筒直径之比(L / d)为设计变量,以能量耗散率(η)和速度均匀系数(CV)为优化目标。利用CFD仿真结果构建Kriging代理模型并进行验证,该模型的决定系数(R2)大于0.94,均方根误差(RMSE)小于0.40。应用MOGA得到了一个反映η和CV之间权衡的pareto最优解集。优化后的H / d增大1.03,L / d增大4.13,n减小14.24。与原设计相比,η增大了9.97%,CV减小了64.77%,表明消能效率和流动均匀性得到了显著改善。该框架为竖井螺旋溢洪道的水力优化提供了可靠、有效的工具。
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来源期刊
自引率
12.00%
发文量
2374
审稿时长
4.6 months
期刊介绍: Journal of Hydrodynamics is devoted to the publication of original theoretical, computational and experimental contributions to the all aspects of hydrodynamics. It covers advances in the naval architecture and ocean engineering, marine and ocean engineering, environmental engineering, water conservancy and hydropower engineering, energy exploration, chemical engineering, biological and biomedical engineering etc.
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