基于基因表达式编程的坡面粗床水跃长度建模

I. Pasandideh, A. Rajabi, F. Yosefvand, S. Shabanlou
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引用次数: 1

摘要

通常,水跃长度是设计消力池最重要的参数之一。在本研究中,首次使用基因表达式编程(GEP)预测了倾斜粗糙床上的水跃长度。蒙特卡罗模拟用于检验GEP模型的能力。此外,为了验证GEP模型的结果,还采用了k倍交叉验证。为了确定水跃长度,使用输入参数引入了五种不同的GEP模型。然后通过对GEP模型结果的分析,提出了优越的模型。对于高级模型,相关系数(R)、平均绝对百分比误差(MAPE)和均方根误差(RMSE)分别计算为0.901、11.517和1.664。根据灵敏度分析,确定了水跃上游的弗劳德数是模拟水跃长度的最重要参数。此外,还进行了偏导数灵敏度分析(PDSA)。例如,PDSA被计算为所有输入变量的正。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modeling Length of Hydraulic Jump on Sloping Rough Bed using Gene Expression Programming
Generally, length of hydraulic jump is one the most important parameters to design stilling basin. In this study, the length of hydraulic jump on sloping rough beds was predicted using Gene Expression Programming (GEP) for the first time. The Monte Carlo simulations were used to examine the ability of the GEP model. In addition, k-fold cross validation was employed in order to verify the results of the GEP model. To determine the length of hydraulic jump, five different GEP models were introduced using input parameters. Then by analyzing the GEP models results, the superior model was presented. For the superior model, correlation coefficient (R), Mean Absolute Percentage Error (MAPE) and Root Mean Square Error (RMSE) were computed 0.901, 11.517 and 1.664, respectively. According to the sensitivity analysis, the Froude number at upstream of hydraulic jump was identified as the most important parameter to model the length of hydraulic jump. Furthermore, the partial derivative sensitivity analysis (PDSA) was performed. For instance, the PDSA was calculated as positive for all input variables.
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