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首页> 外文期刊>Journal of hydrologic engineering >Closure to 'Improved Particle Swarm Optimization-Based Artificial Neural Network for Rainfall-Runoff Modeling' by Mohsen Asadnia, Lloyd H. C. Chua, X. S. Qin, and Amin Talei
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Closure to 'Improved Particle Swarm Optimization-Based Artificial Neural Network for Rainfall-Runoff Modeling' by Mohsen Asadnia, Lloyd H. C. Chua, X. S. Qin, and Amin Talei

机译:Mohsen Asadnia,Lloyd H.Chua,X.S.Qin和Amin Talei对“改进的基于粒子群优化的人工神经网络进行降雨径流建模”的闭幕

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摘要

The writers wish to thank the discusser for comments and discussion. The aim of the original paper as highlighted in the Abstract and Introduction was to introduce a new technique in improving particle swarm optimization (PSO) for training an artificial neural network (ANN). Three well-known learning algorithms, namely (1) conjugate gradient (CG), (2) gradient decsent (GD), and (3) Levenberg-Marquardt (LM), were adopted and the best performing one on the data was then compared with conventional PSO-neural network (NN) and improved PSO-NN. The response to the points raised by the discusser is as follows: The general thrust of the discusser's question focuses on the selection of inputs. This is indeed pertinent for the ANN and other data-driven models such as neurofuzzy systems (NFSs) and several publications have addressed this issue (Maier and Dandy 1997; Coulibaly et al. 2000; Sudheer et al. 2002; Nayak et al. 2007; Talei and Chua 2012). In the original paper however, the focus was on the comparison across ANN models adopting different training methods. Therefore, a less-than-rigorous approach was used in the selection of inputs and adopted correlation analysis to select a common set of inputs for the models. It is the writers' view that deficiency in the less-than-optimal selection of inputs is not significant to the results, since this will be common to all the models considered. In Fig. 3 of the original paper, the cross-correlation analysis between rainfall lags and water level. As can be seen from t-6 onwards the correlation coefficient is almost similar. The initial analyses showed that considering rainfall lags up to t-7 would be sufficient and considering more lags could not improve the models practically. To response to the issue raised by discusser on using H(t-1) as the only water level lag, the decision was made based on the autocorrelation analysis between H(t) and its lags up to H(t-10). In this analysis, the correlation coefficient (CC) values between H(t-1), H(t-2), and H(t-3) with H(t)) were 0.867, 0.734, and 0.658, respectively. The CC value was below 0.6 from H(t-4) onwards. Initial results showed that adding more water level lags will not improve model performance. This was attributed to the fact that the mutual information between highly correlated inputs can deteriorate the performance in data-driven models such as ANN and NFS (Talei and Chua 2012; Talei et al. 2013). Therefore, using H(t-1) was found to be sufficient for the models of the original paper. Moreover, it was revealed that using water level lags alone as input is not sufficient and adding rainfall lags will improve model performance.
机译:作者希望感谢讨论者的评论和讨论。如摘要和导言中所强调的那样,原始论文的目的是介绍一种新的技术,以改进用于训练人工神经网络(ANN)的粒子群优化(PSO)。采用了三种著名的学习算法,分别是(1)共轭梯度(CG),(2)梯度下降(GD)和(3)Levenberg-Marquardt(LM),然后比较了数据中表现最好的一种使用传统的PSO神经网络(NN)和改进的PSO-NN。对讨论者提出的观点的回应如下:讨论者问题的总体主旨集中在选择输入上。这确实与ANN和其他数据驱动模型(如神经模糊系统(NFS))有关,并且一些出版物已经解决了这个问题(Maier和Dandy,1997; Coulibaly等,2000; Sudheer等,2002; Nayak等,2007)。 ; Talei和Chua,2012年)。但是,在原始论文中,重点是采用不同训练方法的各种ANN模型之间的比较。因此,在输入选择中使用了一种不太严格的方法,并采用了相关性分析来为模型选择一组通用的输入。作者的观点是,输入的次优选择中的不足对结果并不重要,因为这对于所有考虑的模型都是普遍的。在原始论文的图3中,降雨滞后与水位之间的互相关分析。从t-6开始可以看出,相关系数几乎相似。初步分析表明,考虑到t-7之前的降雨滞后就足够了,而考虑更多的滞后并不能实际改善模型。为了回应讨论者提出的使用H(t-1)作为唯一水位滞后的问题,基于H(t)及其滞后直到H(t-10)之间的自相关分析做出了决定。在此分析中,H(t-1),H(t-2)和H(t-3)与H(t)之间的相关系数(CC)值分别为0.867、0.734和0.658。从H(t-4)开始,CC值低于0.6。初步结果表明,增加更多的水位滞后不会改善模型性能。这归因于这样一个事实,即高度相关的输入之间的相互信息会恶化诸如ANN和NFS等数据驱动模型的性能(Talei和Chua 2012; Talei等人2013)。因此,发现使用H(t-1)对于原始纸张的模型就足够了。此外,还发现仅使用水位滞后作为输入是不够的,增加降雨滞后将改善模型性能。

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  • 来源
    《Journal of hydrologic engineering》 |2015年第9期|07015010.1-07015010.1|共1页
  • 作者单位

    DHI-NTU Water and Environment Research Center and Education Hub, NTU, 50 Nanyang Ave., Singapore 639798, Singapore;

    Civil Engineering, School of Engineering, Deakin Univ., Waurn Ponds, Geelong, VIC 3216, Australia;

    School of Engineering, Monash Univ. Malaysia, Sunway Campus, Jalan Lagoon Selatan, Bandar Sunway, 47500 Selangor Darul Ehsan, Malaysia;

    School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798, Singapore;

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