- -

Individual wave overtopping volumes on mound breakwaters in breaking wave conditions and gentle sea bottoms

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Individual wave overtopping volumes on mound breakwaters in breaking wave conditions and gentle sea bottoms

Mostrar el registro completo del ítem

Mares-Nasarre, P.; Molines, J.; Gómez-Martín, ME.; Medina, JR. (2020). Individual wave overtopping volumes on mound breakwaters in breaking wave conditions and gentle sea bottoms. Coastal Engineering. 159:1-12. https://doi.org/10.1016/j.coastaleng.2020.103703

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/166268

Ficheros en el ítem

Thumbnail
Nombre: Mares-Nasarre;Mol ...
Tamaño: 3.721Mb
Formato: PDF
Descripción: Versión del Autor.
Abrir/Preview
[Cerrado]
Nombre: Mares-Nasarre et ...
Tamaño: 3.037Mb
Formato: PDF
Descripción: Versión editorial
Solicitar una copia al autor

Metadatos del ítem

Título: Individual wave overtopping volumes on mound breakwaters in breaking wave conditions and gentle sea bottoms
Autor: Mares-Nasarre, Patricia Molines, Jorge GÓMEZ-MARTÍN, M. ESTHER Medina, Josep R.
Entidad UPV: Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports
Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori
Fecha difusión:
Resumen:
[EN] Mound breakwaters are usually designed to limit the mean wave overtopping rate (q) or the maximum individual wave overtopping volume (V-max). However, rarely do studies focus on wave overtopping volumes on breakwaters ...[+]
Palabras clave: Mound breakwater , Wave overtopping , Individual wave overtopping volumes , Depth-limited breaking wave conditions , Bottom slope , Proportion of overtopping events
Derechos de uso: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
Fuente:
Coastal Engineering. (issn: 0378-3839 )
DOI: 10.1016/j.coastaleng.2020.103703
Editorial:
Elsevier
Versión del editor: https://doi.org/10.1016/j.coastaleng.2020.103703
Código del Proyecto:
info:eu-repo/grantAgreement/UPV//PAID-06-18/
info:eu-repo/grantAgreement/MECD//FPU16%2F05081/ES/FPU16%2F05081/
info:eu-repo/grantAgreement/UPV//SP20180111/
info:eu-repo/grantAgreement/GVA//AEST%2F2019%2F004/
info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-101073-B-I00/ES/ESTABILIDAD HIDRAULICA Y TRANSMISION DE DIQUES ROMPEOLAS HOMOGENEOS DE BAJA COTA DISEÑADOS A ROTURA POR FONDO/
Agradecimientos:
The authors acknowledge the financial support from the Ministerio de Economia y Competitividad and Fondo Europeo de Desarrollo Regional (FEDER) under grant RTI2018-101073-B-I00, Universitat Politecnica de Valencia (Grant ...[+]
Tipo: Artículo

References

Battjes, J. A., & Groenendijk, H. W. (2000). Wave height distributions on shallow foreshores. Coastal Engineering, 40(3), 161-182. doi:10.1016/s0378-3839(00)00007-7

Bruce, T., van der Meer, J. W., Franco, L., & Pearson, J. M. (2009). Overtopping performance of different armour units for rubble mound breakwaters. Coastal Engineering, 56(2), 166-179. doi:10.1016/j.coastaleng.2008.03.015

Herrera, M. P., & Medina, J. R. (2015). Toe berm design for very shallow waters on steep sea bottoms. Coastal Engineering, 103, 67-77. doi:10.1016/j.coastaleng.2015.06.005 [+]
Battjes, J. A., & Groenendijk, H. W. (2000). Wave height distributions on shallow foreshores. Coastal Engineering, 40(3), 161-182. doi:10.1016/s0378-3839(00)00007-7

Bruce, T., van der Meer, J. W., Franco, L., & Pearson, J. M. (2009). Overtopping performance of different armour units for rubble mound breakwaters. Coastal Engineering, 56(2), 166-179. doi:10.1016/j.coastaleng.2008.03.015

Herrera, M. P., & Medina, J. R. (2015). Toe berm design for very shallow waters on steep sea bottoms. Coastal Engineering, 103, 67-77. doi:10.1016/j.coastaleng.2015.06.005

Herrera, M. P., Gómez-Martín, M. E., & Medina, J. R. (2017). Hydraulic stability of rock armors in breaking wave conditions. Coastal Engineering, 127, 55-67. doi:10.1016/j.coastaleng.2017.06.010

Makkonen, L. (2006). Plotting Positions in Extreme Value Analysis. Journal of Applied Meteorology and Climatology, 45(2), 334-340. doi:10.1175/jam2349.1

Mann, H. B., & Whitney, D. R. (1947). On a Test of Whether one of Two Random Variables is Stochastically Larger than the Other. The Annals of Mathematical Statistics, 18(1), 50-60. doi:10.1214/aoms/1177730491

Mares-Nasarre, P., Gómez-Martín, M. E., & Medina, J. R. (2019). Influence of Mild Bottom Slopes on the Overtopping Flow over Mound Breakwaters under Depth-Limited Breaking Wave Conditions. Journal of Marine Science and Engineering, 8(1), 3. doi:10.3390/jmse8010003

Mares-Nasarre, P., Argente, G., Gómez-Martín, M. E., & Medina, J. R. (2019). Overtopping layer thickness and overtopping flow velocity on mound breakwaters. Coastal Engineering, 154, 103561. doi:10.1016/j.coastaleng.2019.103561

Molines, J., & Medina, J. R. (2016). Explicit Wave-Overtopping Formula for Mound Breakwaters with Crown Walls Using CLASH Neural Network–Derived Data. Journal of Waterway, Port, Coastal, and Ocean Engineering, 142(3), 04015024. doi:10.1061/(asce)ww.1943-5460.0000322

Molines, J., & Medina, J. R. (2015). Calibration of overtopping roughness factors for concrete armor units in non-breaking conditions using the CLASH database. Coastal Engineering, 96, 62-70. doi:10.1016/j.coastaleng.2014.11.008

Molines, J., Herrera, M. P., Gómez-Martín, M. E., & Medina, J. R. (2019). Distribution of individual wave overtopping volumes on mound breakwaters. Coastal Engineering, 149, 15-27. doi:10.1016/j.coastaleng.2019.03.006

Nørgaard, J. Q. H., Lykke Andersen, T., & Burcharth, H. F. (2014). Distribution of individual wave overtopping volumes in shallow water wave conditions. Coastal Engineering, 83, 15-23. doi:10.1016/j.coastaleng.2013.09.003

Pan, Y., Li, L., Amini, F., Kuang, C., & Chen, Y. (2016). New Understanding on the Distribution of Individual Wave Overtopping Volumes over a Levee under Negative Freeboard. Journal of Coastal Research, 75(sp1), 1207-1211. doi:10.2112/si75-242.1

Van Gent, M. R. A., van den Boogaard, H. F. P., Pozueta, B., & Medina, J. R. (2007). Neural network modelling of wave overtopping at coastal structures. Coastal Engineering, 54(8), 586-593. doi:10.1016/j.coastaleng.2006.12.001

Victor, L., van der Meer, J. W., & Troch, P. (2012). Probability distribution of individual wave overtopping volumes for smooth impermeable steep slopes with low crest freeboards. Coastal Engineering, 64, 87-101. doi:10.1016/j.coastaleng.2012.01.003

[-]

recommendations

 

Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro completo del ítem