| Neural network modelling of wave overtopping at coastal structures MRA van Gent, HFP van den Boogaard, B Pozueta, JR Medina Coastal engineering 54 (8), 586-593, 2007 | 281 | 2007 |
| Estimation of incident and reflected waves using simulated annealing JR Medina Journal of waterway, port, coastal, and ocean engineering 127 (4), 213-221, 2001 | 138 | 2001 |
| Land use tourism models in Spanish coastal areas. A case study of the Valencia region V Yepes, JR Medina Journal of coastal research, 83-88, 2005 | 109 | 2005 |
| Economic heuristic optimization for heterogeneous fleet VRPHESTW V Yepes, J Medina Journal of Transportation engineering 132 (4), 303-311, 2006 | 88 | 2006 |
| Las praderas de Posidonia oceanica y la regeneración de playas JR Medina, J Tintoré, CM Duarte Revista de OBRAS publicas 148 (3409), 31-43, 2001 | 79 | 2001 |
| A review of the analyses of ocean wave groups JR Medina, RT Hudspeth Coastal Engineering 14 (6), 515-542, 1990 | 69 | 1990 |
| Habilidades gerenciales que demandan las empresas en el Perú: un análisis comparativo M Aparicio, J Medina Universidad del Pacífico, 2015 | 67 | 2015 |
| Calibration of overtopping roughness factors for concrete armor units in non-breaking conditions using the CLASH database J Molines, JR Medina Coastal Engineering 96, 62-70, 2015 | 58 | 2015 |
| Estimations of wave forces on crown walls based on wave overtopping rates J Molines, MP Herrera, JR Medina Coastal Engineering 132, 50-62, 2018 | 53 | 2018 |
| Influence of armour porosity on the hydraulic stability of cube armour layers JR Medina, J Molines, ME Gómez-Martín Ocean Engineering 88, 289-297, 2014 | 46 | 2014 |
| Overtopping analysis using neural networks JR Medina, JA González-Escrivá, J Garrido, J De Rouck Coastal Engineering 2002: Solving Coastal Conundrums, 2165-2177, 2003 | 44 | 2003 |
| Heterogeneous packing and hydraulic stability of cube and Cubipod armor units ME Gómez-Martín, JR Medina Journal of waterway, port, coastal, and ocean engineering 140 (1), 100-108, 2014 | 43 | 2014 |
| Breakwater armor damage due to wave groups JR Medina, RT Hudspeth, C Fassardi Journal of waterway, port, coastal, and ocean engineering 120 (2), 179-198, 1994 | 43 | 1994 |
| Wave group analysis by the Hilbert transform RT Hudspeth, JR Medina Coastal Engineering 1988, 884-898, 1988 | 43 | 1988 |
| Overtopping layer thickness and overtopping flow velocity on mound breakwaters P Mares-Nasarre, G Argente, ME Gómez-Martín, JR Medina Coastal Engineering 154, 103561, 2019 | 42 | 2019 |
| Damage progression on cube armored breakwaters ME Gómez-Martín, JR Medina Coastal Engineering 2006: (In 5 Volumes), 5229-5240, 2007 | 42 | 2007 |
| Applications of a neural network to predict wave overtopping at coastal structures JW Van der Meer, MRA van Gent, B Pozueta, H Verhaeghe, GJ Steendam, ... International Conference on Coastlines, structures and breakwaters 2005, 259-268, 2005 | 41 | 2005 |
| Estimating incident and reflected waves using a fully nonlinear wave model M FIGUERES, JR MEDINA Coastal Engineering 2004: (In 4 Volumes), 594-603, 2005 | 41 | 2005 |
| Influence of armor unit placement on armor porosity and hydraulic stability JR Medina, ME Gómez-Martín, A Corredor Proc. 32nd Int. Conf. on Coastal Engineering, 2010 | 35 | 2010 |
| Hydraulic stability of rock armors in breaking wave conditions MP Herrera, ME Gómez-Martín, JR Medina Coastal Engineering 127, 55-67, 2017 | 34 | 2017 |
