2013
DOI: 10.1016/j.coastaleng.2013.04.004
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Wave parameters after smooth submerged breakwater

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Cited by 27 publications
(12 citation statements)
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“…When a wave propagates from offshore to near-shore, the wave energy changes according to the nonlinear interaction between water particles due to the shape of breakwater and change of water depth [24][25][26]. A relatively large energy distribution was established in a short-period area as shown in the experiment result.…”
Section: Physical Model Testmentioning
confidence: 96%
“…When a wave propagates from offshore to near-shore, the wave energy changes according to the nonlinear interaction between water particles due to the shape of breakwater and change of water depth [24][25][26]. A relatively large energy distribution was established in a short-period area as shown in the experiment result.…”
Section: Physical Model Testmentioning
confidence: 96%
“…Van der Meer et al (2000) put forward constant distribution of wave energy on higher harmonics (40%); this is a very crude description of spectral distribution and inadequate to assume constant distribution of the wave energy on higher harmonics. Carevic et al (2013) modified the empirical modeling of Van der Meer et al (2000), proposed a linear formula of E t1.5 /E t to R c /H and wave steepness s op , as follows: …”
Section: Effect Of Relative Breakwater Spacing S/lmentioning
confidence: 99%
“…Based on a three-dimensional model, Andersen and Burcharth (2009) studied the influence of wave obliquity and directional spreading on waves overtopping of rubble mound breakwaters and proposed a method to estimate the overtopping discharge for head-on waves. Carevic et al (2012Carevic et al ( , 2013 experimentally studied how the breakwater affects the changes of representative wave periods, when the waves propagate over the breakwater. Koraim et al (2014) investigated the wave run-up on the seawall and the wave reflection in the presence of submerged breakwater, and studied the wave transmission over the submerged breakwater through physical experiments.…”
Section: Introductionmentioning
confidence: 99%
“…U ovom radu obrađen je utjecaj, odnosno promjene značajne visine vala, što predstavlja preliminarnu analizu ovog problema. Za kompletan uvid u predmetnu problematiku djelovanja valova na obalne konstrukcije iza potopljenog praga potrebno je sagledati fenomen smanjenje perioda lomljenih valova na zavjetrinskoj strani praga [7][8][9] te utjecaj interakcije između incidentnih valova i povišenja razine mora iza potopljenog lukobrana [10,11].…”
Section: Zaključakunclassified