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Experimental and numerical investigation of bridge pier scour estimation using ANFIS and teaching-learning-based optimization methods

机译:基于ANFIS和基于学习优化方法的桥墩冲刷量试验与数值研究。

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Studies have shown that the major cause of the bridge failures is the local scour around the pier foundations or their abutments. The local scour around the bridge pier is occurred by changing the flow pattern and creating secondary vortices in the front and rear of the bridge piers. Until now, many researchers have proposed empirical equations to estimate the bridge pier scour based on laboratory and field datasets. However, scale impact, laboratory simplification, natural complexity of rivers and the personal judgement are among the main causes of inaccuracy in the empirical equations. Therefore, due to the deficiencies and disadvantages of existing equations and the complex nature of the local scour phenomenon, in this study, the adaptive network-based fuzzy inference system (ANFIS) and teaching-learning-based optimization (TLBO) method were combined and used. The parameters of the ANFIS were optimized by using TLBO optimization method. To develop the model and validate its performance, two datasets were used including laboratory dataset that consisted of experimental results from the current study and previous ones and the field dataset. In total, 27 scaled experiments of different types of pier groups with different cross sections and side slopes were carried out. To evaluate the model ability in prediction of scour depth, results were compared to the standard ANFIS and empirical equations using evaluation functions including Hec-18, Froehlich and Laursen and Toch equations. The results showed that adding TLBO to the standard ANFIS was efficient and can increase the model capability and reliability. Proposed model achieved better results than Laursen and Toch equation which had the best results among empirical relationships. For instance, proposed model in comparison with the Laursen and Toch equation, based on the RMSE function, yielded 50.4% and 71.8% better results in laboratory and field datasets, respectively.
机译:研究表明,桥梁破坏的主要原因是墩基础或桥墩周围的局部冲刷。桥墩周围的局部冲刷是通过改变流型并在桥墩的前后产生二次涡旋而发生的。到目前为止,许多研究人员已经提出了经验公式,以根据实验室和现场数据集估算桥墩冲刷量。但是,规模影响,实验室简化,河流的自然复杂性和个人判断是经验公式不准确的主要原因。因此,由于现有方程式的不足和劣势以及局部冲刷现象的复杂性,本研究将基于自适应网络的模糊推理系统(ANFIS)和基于教学学习的优化方法(TLBO)相结合,用过的。采用TLBO优化方法对ANFIS的参数进行优化。为了开发模型并验证其性能,使用了两个数据集,包括实验室数据集,该数据集由当前研究和先前研究的实验结果以及现场数据集组成。总共进行了27个规模不同的,具有不同横截面和侧坡的墩组的规模试验。为了评估模型对冲刷深度的预测能力,使用包括Hec-18,Froehlich和Laursen和Toch方程在内的评估函数,将结果与标准ANFIS和经验方程进行了比较。结果表明,将TLBO添加到标准ANFIS是有效的,并且可以提高模型的功能和可靠性。所提出的模型取得了比劳森和托奇​​方程更好的结果,后者在经验关系中具有最好的结果。例如,基于RMSE函数,与Laursen和Toch方程相比,该模型在实验室和现场数据集中分别产生了50.4%和71.8%的更好结果。

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