Please use this identifier to cite or link to this item: https://idr.nitk.ac.in/jspui/handle/123456789/13730
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dc.contributor.authorSreedhara B.M.
dc.contributor.authorManu
dc.contributor.authorMandal S.
dc.date.accessioned2020-03-31T14:15:19Z-
dc.date.available2020-03-31T14:15:19Z-
dc.date.issued2019
dc.identifier.citationAdvances in Intelligent Systems and Computing, 2019, Vol.817, pp.455-463en_US
dc.identifier.uri10.1007/978-981-13-1595-4_36
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/13730-
dc.description.abstractThe mechanism of scour around the bridge pier is a complex phenomenon, and it is very difficult to make a common method to predict or estimate the depth of scour hole. In this paper, a hybrid model is developed, combining support vector machine and particle swarm optimization (PSO-SVM) to predict scour depth around a bridge pier. The input parameters such as sediment size (d50), the velocity of flow (U), and time (t) are used in the study to predict the scour depth. The models are developed with RBF, polynomial, and linear kernel functions, and the performances are evaluated using different statistical parameters such as CC, RMSE, NSE, and NMB. The predicted results are compared with measured scour depth. The predicted scour depth reveals that PSO-SVM with RBF kernel function model is found to be reliable and efficient in predicting the scour depth around bridge piers. © Springer Nature Singapore Pte Ltd. 2019en_US
dc.titleSwarm intelligence-based support vector machine (PSO-SVM) approach in the prediction of scour depth around the bridge pieren_US
dc.typeBook Chapteren_US
Appears in Collections:3. Book Chapters

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