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    Discussion of “<i>Deterministic and Probabilistic Design of Breakwater Armor Layers</i>” by Jentsje W. van der Meer (January, 1988, Vol. 114, No. 1) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Miguel A. Losada; Raúl Medina
    Publisher: American Society of Civil Engineers
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    Target Design Levels for Maritime Structures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Miguel A. Losada; M. Izaskun Benedicto
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of a project is to verify the requirements and target levels for values of reliability, functionality, and operationality during the useful life of the structure. Such requirements should be provided by ...
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    Stability of Mound Breakwater's Head and Trunk 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): César Vidal; Miguel A. Losada; Raúl Medina
    Publisher: American Society of Civil Engineers
    Abstract: The stability of a cubic armored breakwater head and trunk under monochromatic wave trains is experimentally studied. For the head there is a sector, roughly of 60°, where the unit stability is minimum. The stability ...
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    Surface Seiche Formation on a Shallow Reservoir in Complex Terrain 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author(s): Christian Mans; Simona Bramato; Asunción Baquerizo; Miguel A. Losada
    Publisher: American Society of Civil Engineers
    Abstract: This study presents field observations and numerical modeling of surface seiche formations on a shallow reservoir in a complex terrain (Rules Reservoir, Spain). The influence of the surrounding topography on the atmospheric ...
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    Short-Wave and Wave Group Scattering by Submerged Porous Plate 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 010
    Author(s): Maria da Graça Neves; Iñigo J. Losada; Miguel A. Losada
    Publisher: American Society of Civil Engineers
    Abstract: An analytical solution for waves propagating through a horizontal porous plate of finite thickness is obtained. The objective of the plate is to reduce the incident short-wave energy and the long-wave energy as well. ...
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    Distribution of Maximum Wave Height 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Miguel A. Coniero; Miguel A. Losada; Luis A. Giménez‐Curto
    Publisher: American Society of Civil Engineers
    Abstract: A new expression for the function describing the distribution of the maximum wave height in a sea state is obtained by fitting numerical simulated data, and checked with some physical data measured off the Norwegian and ...
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    Wave-Induced Mean Magnitudes in Permeable Submerged Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Fernando J. Méndez; Inigo J. Losada; Miguel A. Losada
    Publisher: American Society of Civil Engineers
    Abstract: The influence of wave reflection and energy dissipation by breaking and by porous flow induced by a permeable submerged structure on second-order mean quantities such as mass flux, energy flux, radiation stress, and mean ...
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    Dependence of Coefficient K on Grain Size 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Ricardo del Valle; Raúl Medina; Miguel A. Losada
    Publisher: American Society of Civil Engineers
    Abstract: An analytical study to develop correlations between wave characteristics and longshore sediment transport along the perimeter of the Adra River Delta (Spain) has been carried out. Wave characteristics are based on visual ...
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    Closure to “<i>Distribution of Maximum Wave Height</i>” by Miguel A. Corniero, Miguel A. Losada, and Luis A. Giménez‐Curto (January, 1985, Vol. 111, No. 1) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Miguel A. Corniero; Miguel A. Losada; Luis A. Giménez‐Curto
    Publisher: American Society of Civil Engineers
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    Water Waves on Crown Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Iñigo J. Losada; Robert A. Dalrymple; Miguel A. Losada
    Publisher: American Society of Civil Engineers
    Abstract: The linear theory for waves impinging obliquely on a vertical, porous breakwater with an impermeable crown is examined. The wave‐induced flow within the breakwater is modeled by the 1972 theory of Sollitt and Cross. Using ...
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