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水力发电学报 ›› 2018, Vol. 37 ›› Issue (10): 66-75.doi: 10.11660/slfdxb.20181008

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基于SVR-GA算法的跌扩型消力池优化研究

  

  • 出版日期:2018-10-25 发布日期:2018-10-25

Optimization of stilling basin with vertical expansion and falling step based on SVR-GA algorithm

  • Online:2018-10-25 Published:2018-10-25

摘要: 消力池的优化设计一直是水利工程中的热点课题。传统的消力池优化方法往往采用试错法。试错法不但效率低,而且在设计过程中很难兼顾多个优化目标。因此,建立一套系统性的、目标定向的优化方法十分必要。研究以位于四川省广元市的大寨水库消力池为例,采用SVR回归模型(support vector regression,SVR)建立优化变量(跌坎高度d、突扩比β和尾坎坡度θ)与优化目标(消能率?E/E1、临底流速v)之间的近似模型,并采用遗传算法(genetic algorithm,GA)求解该近似模型,得到一个优化后的消力池体型。对比优化前体型,优化后的消力池消能率几乎不变,但最大临底流速明显降低,底板时均压强分布趋于均匀,消力池综合性能得到了提高。结果表明,提出的优化方法同样适用于类似水工建筑物的体型优化设计问题。

Abstract: Optimization of stilling basin designs has attracted research efforts in hydraulic engineering. In the optimization, the widely used trial-and-error approach is not only inefficient, but difficult to take multi-objectives into account. Thus it is essential to design a systematic and goal-oriented optimization approach. This study adopts the support vector regression (SVR) to construct an approximate model for the relationship of optimized variables (height of falling step, expansion ratio, and end sill slope) versus optimization targets (energy dissipation ratio and near-bottom velocity) through a case study of designing a stilling basin for the Dazhai reservoir in Sichuan. And we solve it using a genetic algorithm (GA) and obtain an optimized scheme. Comparison with the pre-optimized design shows that the energy dissipation ratio of this optimized design is roughly the same, while its overall performance is significantly improved, particularly the near-bottom velocity that has a much lower peak and the time-average pressure that tends to be uniform along the bottom wall. This study indicates that our new optimization approach would be applicable to other similar hydraulic structures.

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