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Comparative Study of Different GCM Models for Stream Flow Prediction

机译:不同GCM模型用于流量预测的比较研究

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Aims: The goal of this work was to provide comparative analysis of different GCM models for stream flow prediction. These models were prepared by training, validation, testing and mean square error. The specific objective of this study was to compare different GCM models for climatic analysis. Future stream flow was predicted by the best one.Study Design: For the prediction of future flow, an artificial neural network model was developed for down scaling the GCM data. The ANN downscaling model was used to predict the future stream flow of the river.Place and Duration of Study: This study was conducted in Ranganadi river which originates from the Nilam, Marta and Tapo mountain ranges in Arunachal Pradesh. The Ranganadi sub-basin spreads about 1749 sq. km. across the Lower Subansiri and Papum-Pare districts in Arunachal Pradesh and Lakhimpur district of Assam, where it joins with Subansiri-Brahmaputra river system at khichikagao. The study area was located between 94?02’34” E longitude and 27?14’01” N latitude in the Brahmaputra River basin of India. For this research, observed stream flow data from 1973-1983 and 2001 to 2009 were used.Methodology: Neural networks are mathematical representations of a process that operates nerve cells. Each network is made up of nodes and links like nerve cells. In this study the best model was decided by using the different algorithms and varying the number of hidden neuron from 1 to 15 with various combination of learning rate from 0.01 to 0.9 and momentum factor from 0.01 to 0.9. Forecasting was done in three clearly separate stages. They were training mode, validation and testing phase. In training mode, the output was linked to many of the input nodes as desired and the pattern was defined. The network was adjusted according to this error. The validation dataset was used at this stage to ensure that the model was not over trained. In testing phase, the model was tested using the dataset that was not used in training.Results: In this work proposed the best GCM model for checking the future flow scenario of Ranganadi river using ANN model. For model prediction, stream flow data was used from 1973-1983 and 2001 to 2009. Mean and standard deviation (mapstd) function was used for scaling all input and target data using MATLAB. HadCM3 CGCM2 and GFDL model were used for comparative study of the best model. With each one of the GCM models, we had varied the seven different algorithms for achieving the best ANN model. The ANN model takes into consideration adaptive system with different layer of hidden neurons, so we also varied the number of neuron with each algorithm and each model. The best result was obtained for Levenberg-Marquardt algorithm with number of hidden neuron as 10. The Fig. 6. Showed that the value of correlation coefficient (R2) and Mean square error (MSE) was the best as compared to other GCM models.Conclusion: The main conclusion was that ANN was optimized in terms of various training algorithm, number of neurons in hidden layer and changes the various combinations of learning rate and momentum coefficient. By using various combinations of algorithm and number of neurons used to minimize the performance error, the best result was obtained for Levenberg-Marquardt algorithm with number of hidden neuron as 10. The Fig. 6. showed that the value of correlation coefficient (R2) and Mean square error (MSE) was the best as compared to other GCM models. According to that the future stream flow was predicted for Ranganadi River which indicated an increasing trend in future.
机译:目的:这项工作的目的是提供不同GCM模型的对比分析,以进行流量预测。这些模型是通过训练,验证,测试和均方误差准备的。这项研究的特定目标是比较不同的GCM模型进行气候分析。研究最好的方法是预测未来的流量。研究设计:为了预测未来的流量,开发了一个人工神经网络模型来缩小GCM数据的比例。研究的地点和持续时间:本研究是在朗阿纳迪河中进行的,该河源于阿鲁纳恰尔邦的尼拉姆,玛尔塔和塔波山脉。 Ranganadi盆地的面积约1749平方公里。穿越阿鲁纳恰尔邦的苏巴里西河下游地区和巴木-帕尔地区以及阿萨姆邦的拉希姆布尔地区,并在khichikagao与苏巴西里-布拉马普特拉河系汇合。研究区域位于印度布拉马普特拉河流域的东经94?02’34”和北纬27?14’01”之间。在这项研究中,使用了从1973-1983年和2001年至2009年的观测流量数据。方法:神经网络是操作神经细胞的过程的数学表示。每个网络都由节点和类似神经细胞的链接组成。在这项研究中,最佳模型是通过使用不同的算法并将隐藏神经元的数量从1更改为15来确定的,学习率从0.01到0.9和动量因子从0.01到0.9进行了各种组合。预测是在三个明显不同的阶段进行的。他们是培训模式,验证和测试阶段。在训练模式下,根据需要将输出链接到许多输入节点,并定义了模式。根据此错误调整了网络。在此阶段使用了验证数据集,以确保模型不会过度训练。在测试阶段,该模型使用训练中未使用的数据集进行了测试。结果:在这项工作中,提出了最佳的GCM模型,用于使用ANN模型检查Ranganadi河的未来流量情况。对于模型预测,使用了1973-1983年和2001年至2009年的水流数据。均值和标准差(mapstd)函数用于使用MATLAB缩放所有输入和目标数据。 HadCM3 CGCM2和GFDL模型用于比较最佳模型。对于每一个GCM模型,我们已经改变了七种不同的算法来获得最佳的ANN模型。人工神经网络模型考虑了具有不同层次的隐藏神经元的自适应系统,因此我们还根据每种算法和模型来改变神经元的数量。对于Levenberg-Marquardt算法,隐藏神经元的数量为10,获得了最佳结果。图6.表明,与其他GCM模型相比,相关系数(R2)和均方误差(MSE)的值最佳。结论:主要结论是,神经网络在各种训练算法,隐层神经元数量方面得到了优化,并且改变了学习率和动量系数的各种组合。通过使用算法和神经元数量的各种组合来最小化性能误差,对于隐藏神经元数量为10的Levenberg-Marquardt算法,可获得最佳结果。图6.显示了相关系数(R2)的值与其他GCM模型相比,均方误差(MSE)最好。据此,对Ranganadi河的未来流量进行了预测,表明未来的趋势有所增加。

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