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Simple and explicit neural network-derived formula to estimate wave reflection on mound breakwaters

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Simple and explicit neural network-derived formula to estimate wave reflection on mound breakwaters

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dc.contributor.author Díaz-Carrasco, Pilar es_ES
dc.contributor.author Molines, Jorge es_ES
dc.contributor.author GÓMEZ-MARTÍN, M. ESTHER es_ES
dc.contributor.author Medina, Josep R. es_ES
dc.date.accessioned 2024-06-19T18:07:52Z
dc.date.available 2024-06-19T18:07:52Z
dc.date.issued 2023-12 es_ES
dc.identifier.issn 0378-3839 es_ES
dc.identifier.uri http://hdl.handle.net/10251/205280
dc.description.abstract [EN] The main objective of this study was to develop a new one-parameter explicit formula to estimate wave reflection on mound breakwaters under regular and irregular waves in non-overtopping and non-breaking wave conditions. The Artificial Neural Network (ANN) methodology was used to rank a list of possible explanatory variables and to identify relationships between the key explanatory variables and wave reflection. Data corresponding to 494 small-scale two-dimensional physical tests from University of Granada (UGR) and Aalborg University (AAU) were collected to apply the ANN methodology in developing the new formula. The relative water depth, h/L, being h the water depth and L the wavelength, and the seaward slope angle, cot alpha, were found to be the two main explanatory variables for the measured squared wave reflection coefficient, K2R. An exponential relationship between K2R and (h/L) /tan alpha with only one fitting identified parameter was sufficient to explain 88% of the variance for observed KR2 corresponding to 265 tests using regular waves from the UGR laboratory. A relationship between regular and irregular wave parameters using ANN modelling and the results of 16 tests with irregular waves from UGR was also: HI = 1.416 Hrms,I and T = 1.050 T01; being HI and T the incident wave height and wave period for regular waves, and Hrms,I and T01 the incident root mean square wave height and spectral mean wave period for irregular waves. The new empirical formula depending only on (h/L) /tan alpha explained 91% of the variance for measured K2R of 213 additional tests with irregular waves from the AAU laboratory. The new formula was calibrated and validated using physical models with rock and concrete armor units, several seaward slope angles, water depths, and core permeability. The new one-parameter empirical formula showed a better agreement than other simple empirical formulas given in the literature and explained more than 65% of the variance for K2R observations from a general database used for comparison. es_ES
dc.description.sponsorship The first author is funded through the Juan de la Cierva 2020 program (FJC 2020-044778-I) by "Union Europea - NextGenerationEU en el marco del Plan de Recuperacion, Transformacion y Resiliencia de Espana", Spanish Ministry of Science and Innovation. This work is supported by two projects (1) PID 2021-126475OB-I00 and (2) PID 2021-128035OA-I00, funded by the Spanish Ministry of Science and Innovation (FEDER, UE). The authors thank Prof. Thomas Lykke Andersen and Dr. Mads R & oslash;ge Eldrup for providing the experimental data performed at the laboratory of Aalborg University. The authors also thank Prof. Barbara Zanuttigh and Dr. Sara M. Formentin for providing the database described in Zanuttigh et al. (2013), EurOtop et al. (2016), Zanuttigh et al. (2016) and Formentin et al. (2017). The manuscript was revised by Dr. Debra Westall (Universitat Politecnica de Valencia, Spain). es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Coastal Engineering es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Wave reflection es_ES
dc.subject Mound breakwaters es_ES
dc.subject Neural network es_ES
dc.subject Empirical formula es_ES
dc.subject Laboratory data es_ES
dc.subject Modelling es_ES
dc.subject.classification INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES es_ES
dc.title Simple and explicit neural network-derived formula to estimate wave reflection on mound breakwaters es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.coastaleng.2023.104404 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2021-2023/PID2021-126475OB-I00/ES/REPARACION Y REHABILITACION DE DIQUES EN TALUD/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2021-2023/PID2021-128035OA-I00/ES/COMPORTAMIENTO HIDRAULICO DE DIQUES HOMOGENEOS DE BAJA COTA DE CORONACION CONSTRUIDOS CON MALLAS DE COLOCACION FACTIBLES (HOLOBRACE)/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MINISTERIO DE EDUCACION //FJC2020-044778-I//FALTA/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports es_ES
dc.description.bibliographicCitation Díaz-Carrasco, P.; Molines, J.; Gómez-Martín, ME.; Medina, JR. (2023). Simple and explicit neural network-derived formula to estimate wave reflection on mound breakwaters. Coastal Engineering. 186. https://doi.org/10.1016/j.coastaleng.2023.104404 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.coastaleng.2023.104404 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 186 es_ES
dc.relation.pasarela S\506910 es_ES
dc.contributor.funder MINISTERIO DE EDUCACION es_ES
dc.contributor.funder AGENCIA ESTATAL DE INVESTIGACION es_ES
dc.contributor.funder European Regional Development Fund es_ES


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