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首页> 外文期刊>Journal of water resource and protection >Rain-Flow Modeling Using a Multi-Layer Artificial Neural Network on the Watershed of the Cavally River (Cote d'Ivoire)
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Rain-Flow Modeling Using a Multi-Layer Artificial Neural Network on the Watershed of the Cavally River (Cote d'Ivoire)

机译:使用多层人工神经网络的卡瓦利河(科特迪瓦)流域降雨流模拟

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Water resources management is nowadays a significant stake for the world. However, missing or bad quality of the hydro-climatic historical data available of the studied area makes sometimes hydrological studies difficult. Generally, conceptual rain-flow models are designed to bring an appropriate answer with the correction of gaps and prediction of the flows. Historical hydro-climatic data of the Ity station, located on Cavally River, contain gaps which must be bridged. This study aims to establish a rainfall-runoff model through artificial neural networks for filling the gaps into the flow data series of the hydrome-tric station of Ity on the watershed of Cavally River. A multi-layer perceptron of feed forwards with two entries (monthly average rain and evapotranspiration) and an exit (flows) was established with flow evapotranspiration data. Comparison of the criteria of performance of the various architectures of the neural network model showed that architecture 2-3-1 gives best results. This architecture provides Nash coefficients of 75.79% and correlation linear coefficient of 95.64% for the calibration and Nash coefficients of 73.32% and correlation linear coefficient of 98.33% for the validation. The correlations between simulated flows and observed flows are strong. The correlation coefficients are 83.89% and 83.08% respectively for the calibration and validation.
机译:如今,水资源管理已成为世界的重大利益。然而,研究区域现有的水文气候历史数据的缺失或质量较差,有时使水文研究变得困难。通常,设计概念雨流模型的目的是通过校正间隙和预测流量来带来适当的答案。位于Cavally河上的Ity站的历史水文气候数据包含必须弥补的空白。本研究旨在通过人工神经网络建立降雨径流模型,以填补空缺,以弥补卡夫里河流域伊伊水文站的流量数据系列的不足。利用流量蒸散数据建立了具有两个条目(每月平均降雨量和蒸散量)和出口(流量)的前馈的多层感知器。神经网络模型的各种体系结构的性能标准的比较表明,体系结构2-3-1给出了最佳结果。该架构为校准提供了75.79%的Nash系数和95.64%的相关线性系数,为验证提供了73.32%的Nash系数和98.33%的相关线性系数。模拟流量与观测流量之间的相关性很强。校正和验证的相关系数分别为83.89%和83.08%。

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