{"refrec":{"BRefID":363034,"RR":"<b>Subramaniam, S.P.; Scheres, B.; Schilling, M.; Liebisch, S.; Kerpen, N.B.; Schlurmann, T.; Altomare, C.; Schüttrumpf, H.</b> (2019). Influence of convex and concave curvatures in a coastal dike line on wave run-up. <i>Water 11(7)</i>: 1333. <a href=\"https://dx.doi.org/10.3390/w11071333\" target=\"_blank\">https://dx.doi.org/10.3390/w11071333</a>","BEntID":360752,"PublicFlag":1,"CheckedFlag":1,"wosflag":1,"vabbflag":1,"RefStringPartII":". <i>Water 11(7)</i>: 1333. <a href=\"https://dx.doi.org/10.3390/w11071333\" target=\"_blank\">https://dx.doi.org/10.3390/w11071333</a>","DocTypID":8,"DocType":"Journal article","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Subramaniam, S.P.; Scheres, B.; Schilling, M.; Liebisch, S.; Kerpen, N.B.; Schlurmann, T.; Altomare, C.; Schüttrumpf, H.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Subramaniam, S.P. <i>et al.</i>","Englishabstract":"Due to climatic change and the increased usage of coastal areas, there is an increasing risk of dike failures along the coasts worldwide. Wave run-up plays a key role in the planning and design of a coastal structure. Coastal engineers use empirical equations for the determination of wave run-up. These formulae generally include the influence of various hydraulic, geometrical and structural parameters, but neglect the effect of the curvature of coastal dikes on wave run-up and overtopping. The scope of this research is to find the effects of the dike curvature on wave run-up for regular wave attack by employing numerical model studies for various dike-opening angles and comparing it with physical model test results. A numerical simulation is carried out using DualSPHysics, a mesh-less model and OpenFOAM, a mesh-based model. A new influence factor is introduced to determine the influence of curvature along a dike line. For convexly curved dikes (α<i><sub>d</sub></i> = 210° to 270°) under perpendicular wave attack, a higher wave run-up was observed for larger opening angles at the center of curvature whereas for concavely curved dikes (α<i><sub>d</sub></i> = 90° to 150°) under perpendicular wave attack, wave run-up increases at the center of curvature as the opening angle decreases. This research aims to contribute a more precise analysis and understanding the influence of the curvature in a dike line and thus ensuring a higher level of protection in the future development of coastal structures.","AbstractOtherLang":null,"BibLvlCode":"AS","StandardTitle":"Influence of convex and concave curvatures in a coastal dike line on wave run-up","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2024-12-10 01:33:17.368041","timezone_type":1,"timezone":"+01:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"curved dike; DualSPHysics; OpenFOAM; physical model tests; wave run-up","OtherDescriptors":null,"Notes":null,"AnaPub":2019,"MonPub":null,"DateUpdate":"2023-04-03","DateCreate":"2023-04-03","SecASFANote":null,"ConfID":null,"PeerRev":1,"VlizCoreFlag":1,"WoScode":"WOS:000480632300018","VABBcode":null,"OpenAcc":1,"DOI":"10.3390/w11071333"},"refs":null,"anarec":{"AnaID":363034,"PubliDate":2019,"Pagination":"1333","XtraPublOfAnaID":null,"ISBN":null,"Volume":"11","Issue":"7","BRefMon":null,"BRefMonRR":null,"BRefXtra":null,"BRefXtraRR":null,"SerBRefID":261662,"SerRR":"Water. 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