ON THE EFFECT OF CURRENT ON WAVE RUN-UP AND WAVE OVERTOPPINGĬoastal Engineering Proceedings: No. Journal of Coastal Engineering, 83 (2014) pp. Rock toe stability of rubble mound breakwaters. Journal of Coastal Engineering, 17 (1992), pp. Singular points at berm breakwaters: scale effects, rear, roundhead and longshore transport. Stability of Icelandic type Berm Breakwaters. Front Slope Stability of the Icelandic-type Berm Breakwater, ASCE, Proceedings of Coastal Structures 2011, Yokohama. ASCE, Proceedings of ICCE 2012, Shanghai. Wave Overtopping at Berm Breakwaters in line with EurOtop. Proceedings of 34th International Conference on Coastal Engineering, ASCE, Seoul, Korea. Icelandic-type berm breakwater for the Hambantota artificial island revetment, application of geometrical design rules. The use of rock in hydraulic engineering. State-of-the-Art of Designing and Constructing Berm Breakwaters. Thesis, Department of Civil Engineering, Aalborg University, Denmark. Hydraulic Response of Rubble Mound Breakwaters. Overtopping Manual Wave Overtopping of Sea Defences and Related Structures - Assessment Manual. This paper gives guidance on all relevant geometrical design parameters.ĮurOtop Manual, 2007. In the past clear design rules on determining a full cross-section of a berm breakwater were lacking and design was based on the experience with earlier designs (in Iceland and Norway)or simply on good reasoning and then testing the structure in a hydraulic laboratory. In order to design a complete cross-section many more design decisions have to be taken into account. Expected recession and expected wave overtopping (or requested crest height) are only two parameters that influence the design of the cross-section of a berm breakwater. For example a flatter down slope, a higher berm level and a higher toe level all decrease the expected recession. They also gave guidance on how some geometrical aspects may influence the recession. These were the recession at the berm of a berm breakwater for assumed design conditions and main armour rock class, as well as the functional behaviour (wave overtopping and reflection), where often allowable overtopping rates determine the crest height of the structure. Cooperation between the authors has led to a number of papers on main design parameters for berm breakwaters.
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