Wave runup, transmission, and reflection for structures armored with CORE-LOC®

Melito, Ivano; Melby, Jeffrey A.

doi:10.1016/s0378-3839(01)00044-8

Cited by 31 publications

(12 citation statements)

References 6 publications

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“…Both datasets have submerged structures only and, therefore, do not cover the whole range of crest freeboards. Finally, experimental data coming from Melito and Melby's (2002) (M and M hereafter) investigation on hydraulic response of structures armoured with coreloc have been considered. These tests have been performed both on submerged and emerged structures with the relative freeboard varying in a wide range.…”

Section: Datasets Usedmentioning

confidence: 99%

Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change

Meer¹,

Briganti²,

Zanuttigh³

et al. 2005

Coastal Engineering

225

109

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Section: Datasets Usedmentioning

confidence: 99%

Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change

Meer¹,

Briganti²,

Zanuttigh³

et al. 2005

Coastal Engineering

225

109

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“…The transmission coefficients were calculated as the ratio between the incident waves and transmitted waves. The results were compared with the previous results (Seelig, 1980;van der Meer, 1990;Melito and Melby, 2002). Figure 2 is the results of wave transmission coefficients for rubble mound structures and the results were compared with other results.…”

Section: Test Resultsmentioning

confidence: 86%

“…And the effect of number of rows of tetrapods would also analyzed with linear function. The analysis method is similar with Melito and Melby (2002).…”

Section: Test Resultsmentioning

confidence: 99%

Model Tests on Wave Transmission Coefficient for Rubble Mound Structures With Superstructures

Lee¹,

Shin²

2018

Int. Conf. Coastal. Eng.

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The coastal structures, such as breakwaters, are constructed to provide the calm basin for ships and to protect the harbor facilities. The adequate design and the evaluation of design parameters are indispensable. The determination of crest height of coastal structures is one of the most important design process among all procedures. The allowable wave overtopping, the relative crest height (Rc/Hs) and the wave transmission could be applied to design the crest height of structures. The previous studies on the wave transmission coefficients were mainly conducted about the low crested structures. The previous design method could not cover the conventional breakwaters with superstructures. In this study, the wave transmission coefficient for rubble mound structures with superstructures would be investigated with hydraulic model tests.

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“…Set 2: data from [33] which is the largest homogenous dataset available for rubble mound low-crested structures with negative and zero freeboard includes 632 tests. Set 3: data from [32] and [59] includes 236 tests. Set 4: data from [60], which is the largest among those considered in their work, includes 1063 data.…”

Section: Introductionmentioning

confidence: 99%

Estimation of nearshore wave transmission for submerged breakwaters using a data-driven predictive model

Ahmadian

Simons

2016

Neural Comput & Applic

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The functional design of submerged breakwaters is still developing, particularly with respect to modelling of the nearshore wave field behind the structure. This paper describes a method for predicting the wave transmission coefficients behind submerged breakwaters using machine learning algorithms. An artificial neural network using the radial-basis function approach has been designed and trained using laboratory experimental data expressed in terms of non-dimensional parameters. A wave transmission coefficient calculator is presented, based on the proposed radial-basis function model. Predictions obtained by the radial-basis function model were verified by experimental measurements for a two dimensional breakwater. Comparisons reveal good agreement with the experimental results and encouraging performance from the proposed model. Applying the proposed neural network model for predictions, guidance is given to appropriately calculate wave transmission coefficient behind two dimensional submerged breakwaters. It is concluded that the proposed predictive model offers potential as a design tool to predict wave transmission coefficients behind submerged breakwaters. A step-by-step procedure for practical applications is outlined in a user-friendly form with the intention of providing a simplified tool for preliminary design purposes. Results demonstrate the model's potential to be extended to three dimensional, rough, permeable structures.

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Wave runup, transmission, and reflection for structures armored with CORE-LOC®

Cited by 31 publications

References 6 publications

Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change

Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change

Model Tests on Wave Transmission Coefficient for Rubble Mound Structures With Superstructures

Estimation of nearshore wave transmission for submerged breakwaters using a data-driven predictive model

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