基于软计算方法的半圆形边堰排水模型和特性分析

Shanshan Li, Guiying Shen, Abbas Parsaie, Guodong Li, Dingye Cao
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引用次数: 0

摘要

在本研究中,首先使用支持向量机(SVM)和三种优化算法建立了半圆形边堰(SCSW)的排水系数(Cd)预测模型。然后,我们通过无量纲分析得出了模型的输入和输出参数,即上游堰顶点水流深度与边堰直径之比(h1/D)、主河道宽度与边堰直径之比(B/D)、边堰高度与边堰直径之比(P/D)、边堰上游弗劳德数(Fr)和 Cd。根据 Sobol 方法计算了无量纲参数对 Cd 的敏感性系数。研究表明,SVM 和遗传算法具有较高的预测精度和泛化能力;平均误差和最大误差分别为 0.08% 和 2.47%,与传统经验模型相比分别降低了约 95.72% 和 60.86%。h1/D、B/D、P/D 和 Fr 的一阶灵敏度系数 S1 和全局灵敏度系数 Si 分别为 0.35、0.07、0.13 和 0.02;0.63、0.25、0.30 和 0.32。其中,当 h1/D < 0.24 和 0.48 < Fr < 0.58、0.67 < Fr < 0.72 时,沙中水厂的排污能力相对较大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Discharge modeling and characteristic analysis of semi-circular side weir based on the soft computing method
In this study, first, support vector machine (SVM) and three optimization algorithms are used to develop a discharge coefficient (Cd) prediction model for the semi-circular side weir (SCSW). After that, we derived the input and output parameters of the model by dimensionless analysis as the ratio of the flow depth at the weir crest point upstream to the side weir diameter (h1/D), the ratio of main channel width to side weir diameter (B/D), the ratio of side weir height to side weir diameter (P/D), upstream of side weir Froude number (Fr), and Cd. The sensitivity coefficients for dimensionless parameters to Cd were calculated based on Sobol's method. The research shows that SVM and genetic algorithm have high prediction accuracy and generalization ability; the average error and maximum error were 0.08 and 2.47%, respectively, which were about 95.72 and 60.86% lower compared with the traditional empirical model. The first-order sensitivity coefficients S1 and global sensitivity coefficients Si of h1/D, B/D, P/D, and Fr were 0.35, 0.07, 0.13, and 0.02; 0.63, 0.25, 0.30, and 0.32, respectively. h1/D has a significant effect on Cd. In particular, when h1/D < 0.24 and 0.48 < Fr < 0.58, 0.67 < Fr < 0.72, the discharge capacity of the SCSW is relatively large.
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