Reflection and transmission from porous structures under oblique wave attack RA Dalrymple, MA Losada, PA Martin Journal of fluid mechanics 224, 625-644, 1991 | 381 | 1991 |
Hydrodynamics induced by wind waves in a vegetation field FJ Méndez, IJ Losada, MA Losada Journal of Geophysical Research: Oceans 104 (C8), 18383-18396, 1999 | 271 | 1999 |
3-D non-breaking regular wave interaction with submerged breakwaters IJ Losada, R Silva, MA Losada Coastal Engineering 28 (1-4), 229-248, 1996 | 252 | 1996 |
Propagation of oblique incident waves past rigid vertical thin barriers IJ Losada, MA Losada, AJ Roldán Applied Ocean Research 14 (3), 191-199, 1992 | 201 | 1992 |
Harmonic generation past a submerged porous step IJ Losada, MD Patterson, MA Losada Coastal Engineering 31 (1-4), 281-304, 1997 | 171 | 1997 |
Flow characteristics on rough, permeable slopes under wave action MA Losada, LA Gim nez-Curto Coastal Engineering 4, 187-206, 1980 | 146 | 1980 |
Characteristics of solitary wave breaking induced by breakwaters ST Grilli, MA Losada, F Martin Journal of Waterway, Port, Coastal, and Ocean Engineering 120 (1), 74-92, 1994 | 137 | 1994 |
Tide transformation in the Guadalquivir estuary (SW Spain) and process‐based zonation M Díez‐Minguito, A Baquerizo, M Ortega‐Sánchez, G Navarro, ... Journal of Geophysical Research: Oceans 117 (C3), 2012 | 133 | 2012 |
Dependence of coefficient K on grain size R del Valle, R Medina, MA Losada Journal of waterway, port, coastal, and ocean engineering 119 (5), 568-574, 1993 | 123 | 1993 |
An energy balance snowmelt model in a Mediterranean site J Herrero, MJ Polo, A Moñino, MA Losada Journal of Hydrology 371 (1-4), 98-107, 2009 | 122 | 2009 |
Temporal and spatial relationship between sediment grain size and beach profile R Medina, MA Losada, IJ Losada, C Vidal Marine Geology 118 (3-4), 195-206, 1994 | 116 | 1994 |
Experimental study of wave-induced flow in a porous structure IJ Losada, MA Losada, FL Martin Coastal Engineering 26 (1-2), 77-98, 1995 | 114 | 1995 |
An analytical method to evaluate the efficiency of porous screens as wave dampers IJ Losada, MA Losada, A Baquerizo Applied Ocean Research 15 (4), 207-215, 1993 | 107 | 1993 |
The joint effect of the wave height and period on the stability of rubble mound breakwaters using Iribarren's number MA Losada, LA Gimenez-Curto Coastal Engineering 3, 77-96, 1979 | 104 | 1979 |
Wave loads on rubble mound breakwater crown walls FL Martin, MA Losada, R Medina Coastal Engineering 37 (2), 149-174, 1999 | 103 | 1999 |
Interaction of non-breaking directional random waves with submerged breakwaters IJ Losada, R Silva, MA Losada Coastal Engineering 28 (1-4), 249-266, 1996 | 94 | 1996 |
Peaks Over Threshold (POT): A methodology for automatic threshold estimation using goodness of fit p‐value S Solari, M Egüen, MJ Polo, MA Losada Water Resources Research 53 (4), 2833-2849, 2017 | 89 | 2017 |
A unified statistical model for hydrological variables including the selection of threshold for the peak over threshold method S Solari, MA Losada Water Resources Research 48 (10), 2012 | 88 | 2012 |
Experimental study of the evolution of a solitary wave at an abrupt junction MA Losada, C Vidal, R Medina Journal of Geophysical Research: Oceans 94 (C10), 14557-14566, 1989 | 85 | 1989 |
Implications of delta retreat on wave propagation and longshore sediment transport-Guadalfeo case study (southern Spain) RJ Bergillos, A López-Ruiz, M Ortega-Sánchez, G Masselink, MA Losada Marine Geology 382, 1-16, 2016 | 84 | 2016 |