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首页> 外文期刊>Water Resources Management >An Estimation of the Suspended Sediment Load Using Adaptive Network Based Fuzzy Inference System, Support Vector Machine and Artificial Neural Network Models
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An Estimation of the Suspended Sediment Load Using Adaptive Network Based Fuzzy Inference System, Support Vector Machine and Artificial Neural Network Models

机译:基于自适应网络的模糊推理系统,支持向量机和人工神经网络模型的泥沙悬浮量估算

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摘要

Sediment transport in streams and rivers takes two forms as suspended load and bed load. Suspended load comprises sand + silt + clay-sized particles that are held in suspension due to the turbulence and will only settle when the stream velocity decreases, such as when the streambed becomes flatter, or the streamflow into a pond or lake. The sources of the suspended sediments are the sediments transported from the river basin by runoff or wind and the eroded sediments of the river bed and banks. Suspended-sediment load is a key indicator for assessing the effect of land use changes, water quality studies and engineering practices in watercourses. Measuring suspended sediment in streams is real sampling and the collection process is both complex and expensive. In recent years, artificial intelligence methods have been used as a predictor for hydrological phenomenon namely to estimate the amount of suspended sediment. In this paper the abilities of Support Vector Machine (SVM), Artificial Neural Networks (ANNs) and Adaptive Network Based Fuzzy Inference System (ANFIS) models among the artificial intelligence methods have been investigated to estimate the suspended sediment load (SSL) in Ispir Bridge gauging station on Coruh River (station number: 2316). Coruh River is located in the northern east part of Turkey and it is one of the world"s the fastest, the deepest and the largest rivers of the Coruh Basin. In this study, in order to estimate the suspended sediment load, different combinations of the streamflow and the SSL were used as the model inputs. Its results accuracy was compared with the results of conventional correlation coefficient analysis between input and output variables and the best combination was identified. Finally, in order to predict SSL, the SVM, ANFIS and various ANNs models were used. The reliability of SVM, ANFIS and ANN models were determined based on performance criteria such as Root Mean Square Error (RMSE), Mean Absolute Error (MAE), Efficiency Coefficient (EC) and Determination Coefficient (R-2).
机译:河流和河流中的泥沙输送有两种形式:悬浮负荷和河床负荷。悬浮载荷包括沙土+淤泥+黏土大小的颗粒,这些颗粒由于湍流而处于悬浮状态,并且仅在水流速度降低(例如,河床变平或流向池塘或湖泊)时沉降。悬浮沉积物的来源是通过径流或风从流域运来的沉积物以及河床和河岸的侵蚀性沉积物。悬浮泥沙负荷是评估土地利用变化,水质研究和水道工程实践影响的关键指标。测量河流中的悬浮沉积物是真正的采样,收集过程既复杂又昂贵。近年来,人工智能方法已被用作水文现象的预测指标,即估算悬浮沉积物的量。本文研究了支持向量机(SVM),人工神经网络(ANN)和基于自适应网络的模糊推理系统(ANFIS)模型在人工智能方法中的能力,以估计伊斯皮尔大桥的悬浮泥沙负荷(SSL)科鲁河上的计量站(站号:2316)。 Coruh河位于土耳其的东北部,是Coruh盆地世界上最快,最深和最大的河流之一。在本研究中,为了估算悬浮泥沙负荷,需要对以流和SSL作为模型输入,将其结果准确性与常规输入和输出变量之间的相关系数分析的结果进行比较,确定最佳组合,最后,为了预测SSL,使用SVM,ANFIS和使用了各种人工神经网络模型,并根据性能标准(例如均方根误差(RMSE),平均绝对误差(MAE),效率系数(EC)和确定系数(R-2))确定了SVM,ANFIS和ANN模型的可靠性)。

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