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García, E. and R. Medina (2005). Hyperbolic model for equilibrium beach profiles with shoaling and breaking zones. Proceedings of the Coastal Engineering Conference.

García, A., et al. (2005). Environmental design of Bilbao Submarine Outfall (Spain). Proceedings of the Coastal Engineering Conference.

Castanedo, S., et al. (2005). “Models for the Turbulent Diffusion Terms of Shallow Water Equations.” Journal of Hydraulic Engineering 131(3): 217-223.

Castanedo, S., et al. (2005). The “prestige” oil spill: An emergency response plan for the cantabrian coast. Proceedings of the Coastal Engineering Conference.

Mendez, F. J., et al. (2004). “Transformation model of wave height distribution on planar beaches.” Coastal Engineering 50(3): 97-115.

Mendez, F. J., et al. (2003). STATISTICAL ANALYSIS of DIRECTIONAL SEA STATE PERSISTENCE. Proceedings of the Coastal Engineering Conference.

Martin, F. L. and R. Medina (2003). “Discussion of “treatment of wave breaking and total absorption in a mild-slope equation fem model”.” Journal of Waterway, Port, Coastal and Ocean Engineering 129(5): 237-239.

González, M. and R. Medina (2003). A NEW METHODOLOGY for the DESIGN of STATIC EQUILIBRIUM BEACHES and the APPLICATION in NOURISHMENT PROJECTS. Proceedings of the Coastal Engineering Conference.

Garcia, E., et al. (2003). A BEACH PROFILE EVOLUTION MODEL INCLUDING the EFFECT of REFLECTION. Proceedings of the Coastal Engineering Conference.

Bernabeu, A. M., et al. (2003). “Wave reflection on natural beaches: An equilibrium beach profile model.” Estuarine, Coastal and Shelf Science 57(4): 577-585.

Bernabeu, A. M., et al. (2003). “A morphological model of the beach profile integrating wave and tidal influences.” Marine Geology 197(1-4): 95-116.

García, A., et al. (2002). “A model for predicting the temporal evolution of dissolved oxygen concentration in shallow estuaries.” Hydrobiologia 475-476: 205-211.

Bernabeu-Tello, A. M., et al. (2002). “Influence of a rocky platform in the profile morphology: Victoria Beach, Cádiz (Spain).” Ciencias Marinas 28(2): 181-192.

Özkan-Haller, H. T., et al. (2001). “Standing edge waves on a pocket beach.” Journal of Geophysical Research: Oceans 106(C8): 16981-16996.

Muñoz-Pérez, J. J., et al. (2001). “Evolution of longshore beach contour lines determined by the E.O.F. method.” Scientia Marina 65(4): 393-402.

Mendez, F. J. and R. Medina (2001). A perturbation method for wave and wave-induced currents computations in beach morphology models. Coastal Dynamics 2001.

González, M. and R. Medina (2001). “On the application of static equilibrium bay formulations to natural and man-made beaches.” Coastal Engineering 43(3-4): 209-225.

Galofré, J. and R. Medina (2001). Compatibility of borrow material for beach fills: A revised formulation. Coastal Dynamics 2001.

Vidal, C., et al. (2000). Harbor resonance induced by pressure-forced surface waves. Coastal Engineering 2000 – Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000.

Muñoz-Pérez, J. J. and R. Medina (2000). Profile changes due to a fortnightly tidal cycle. Coastal Engineering 2000 – Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000.

Medina, R., et al. (2000). Relationship between beach morphodynamics and equilibrium profiles. Coastal Engineering 2000 – Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000.

Galofré, J. and R. Medina (2000). An equilibrium grain size distribution model for beaches. Coastal Engineering 2000 – Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000.

Muñóz-Pérez, J. J., et al. (1999). “Equilibrium beach profile model for reef-protected beaches.” Journal of Coastal Research 15(4): 950-957.

Martin, F. L., et al. (1999). “Wave loads on rubble mound breakwater crown walls.” Coastal Engineering 37(2): 149-174.

González, M., et al. (1999). “Equilibrium beach profile model for perched beaches.” Coastal Engineering 36(4): 343-357.

Medina, R., et al. (1998). “Application of a long-term evolution model of tidal inlets to the design of a navigation channel, the Navia inlet case.” Proceedings of the Coastal Engineering Conference 3: 3293-3306.

Gonzalez, M. and R. Medina (1998). “Probabilistic model for tsunami-wave elevation along the Alboran Seacoast.” Proceedings of the Coastal Engineering Conference 2: 1168-1181.

Galofre, J., et al. (1998). “Influence of marina construction in beach stability: El Milagro case study.” Proceedings of the Coastal Engineering Conference 3: 3388-3400.

Medina, R., et al. (1997). Attempt to determine the Spanish public domain border. Proceedings of the Coastal Engineering Conference.

Martin, F. L., et al. (1997). Integrated computer assisted beach design system (CABD). Proceedings of International Conference on Computer Modelling of Seas and Coastal Regions, COASTAL.

Gonzalez, M., et al. (1997). Equilibrium beach profiles: Effect of refraction. Coastal Dynamics – Proceedings of the International Conference.

Galofre, J., et al. (1997). Coastal dynamics applied to the prediction of beach evolution: El Milagro beach. Coastal Dynamics – Proceedings of the International Conference.

Galofre, J., et al. (1997). Beach nourishment in Altafulla, Spain: Verification of theoretical models. Proceedings of the Coastal Engineering Conference.

Losada, M. A., et al. (1996). HISTORY of COASTAL ENGINEERING in SPAIN. Proceedings of the Coastal Engineering Conference.

Medina, R., et al. (1994). “Temporal and spatial relationship between sediment grain size and beach profile.” Marine Geology 118(3-4): 195-206.

Huntley, D. A., et al. (1994). Field measurements in a tidal river estuary on the Cantabrian Coast, Spain. Coastal Dynamics – Proceedings of the International Conference.

Vidal, C., et al. (1993). Universal analysis for the stability of both low-crested and submerged breakwaters. Proceedings of the Coastal Engineering Conference.

Medina, R., et al. (1993). Three-mode principal component analysis of bathymetric data, applied to ‘Playa de Castilla’ (Huelva, Spain). Proceedings of the Coastal Engineering Conference.

Losada, M. A., et al. (1993). Temporal and spatial cross-shore distributions of sediment at ‘El Puntal’ Spit, Santander, Spain. Proceedings of the Coastal Engineering Conference.

del Vaile, R., et al. (1993). “Dependence of coefficient K on grain size.” Journal of Waterway, Port, Coastal and Ocean Engineering 119(5): 568-574.

Vidal, C., et al. (1991). “Stability of mound breakwater’s head and trunk.” Journal of Waterway, Port, Coastal and Ocean Engineering 117(6): 570-587.

Medina, R., et al. (1991). Cross-shore sediment transport determined by EOF method. Coastal Sediments ’91; Volume 2.

Losada, M. A., et al. (1991). “Historical evolution and morphological analysis of “El Puntal’ Spit, Santander (Spain).” Journal of Coastal Research 7(3): 711-722.

Losada, M. A. and R. Medina (1990). “Deterministic and probabilistic design of breakwater armor layers.” Journal of Waterway, Port, Coastal and Ocean Engineering 116(4): 505-507.

Cacchione, D. A., et al. (1990). “Bottom-boundary-layer measurements on the continental shelf off the Ebro River, Spain.” Marine Geology 95(3-4): 179-192.

Losada, M. A., et al. (1989). “Beach planning and management problems along the Cantabrian coast.” Ocean and Shoreline Management 12(5-6): 545-559.

Losada, M. A., et al. (1989). “The Orio Inlet: a case study from the north coast of Spain.” Journal of Coastal Research 5(1): 137-145.

Losada, M. A., et al. (1989). “Coastal use conflicts: the case of Hondarribia Inlet, Spain.” Journal of Coastal Research 5(2): 345-352.

Vidal, C., et al. (1988). Solitary wave transmission through porous breakwaters.

Losada, M. A., et al. (1988). Wave forces on armor blocks.