2018
DOI: 10.1080/1064119x.2017.1420113
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Abutment scour depth modeling using neuro-fuzzy-embedded techniques

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Cited by 60 publications
(42 citation statements)
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“…The optimized model [47] performed better than the classical model [46], as shown in Figure 7. The model of Azimi et al [47] provided excellent results in the training phase, but comparing the accuracy of this model with the ELM in the test phase, which indicated the generalizability of a model, demonstrated the superior performance of the developed ELM.…”
Section: Resultsmentioning
confidence: 94%
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“…The optimized model [47] performed better than the classical model [46], as shown in Figure 7. The model of Azimi et al [47] provided excellent results in the training phase, but comparing the accuracy of this model with the ELM in the test phase, which indicated the generalizability of a model, demonstrated the superior performance of the developed ELM.…”
Section: Resultsmentioning
confidence: 94%
“…Consequently, the results indicated that neglecting the abutment geometry parameter in scour depth evaluation was significant, whereby ignoring it reduced d s /L performance and accuracy. To evaluate the proposed ELM model's accuracy in predicting the scour depth around abutments in clear water condition, the performance of the developed ELM-based model was compared with conventional regression-based models [22,23] and recently artificial intelligence (AI) based techniques [46,47] by combined accuracy (CA) index for training and testing phases. The lowest CA at both phases is related to Muzammil [23], who provided his model using conventional nonlinear repression.…”
Section: Resultsmentioning
confidence: 99%
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“…In this context, it could be concluded that the empirical models do not experience proper generalization ability for estimating the maximum scour below the PLs. In recent decades, soft computing models such as genetic programming (GP) [4][5][6][7], artificial neural network (ANN) [8][9][10][11], adaptive neuro fuzzy interface system (ANFIS) [12][13][14][15], and regression tree [16,17] were successfully utilized to forecast the scour depth below PLs. It should be noted that the scour rate is dependent on the flow direction, flow characteristics, PL diameter, and sediment properties.…”
mentioning
confidence: 99%