Wave overtopping due to harbour resonance

Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through i...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Maravelakis, Nikolaos [verfasserIn] Kalligeris, Nikos [verfasserIn] Lynett, Patrick J. [verfasserIn] Skanavis, Vassilios L. [verfasserIn] Synolakis, Costas E. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Wave overtopping Numerical modelling Boussinesq Harbour resonance Field measurements

Übergeordnetes Werk:	Enthalten in: Coastal engineering - Amsterdam [u.a.] : Elsevier Science, 1977, 169
Übergeordnetes Werk:	volume:169

DOI / URN:	10.1016/j.coastaleng.2021.103973

Katalog-ID:	ELV006527787

Internformat


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100	1		\|a Maravelakis, Nikolaos \|e verfasserin \|0 (orcid)0000-0002-1798-2034 \|4 aut
245	1	0	\|a Wave overtopping due to harbour resonance
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520			\|a Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven.
650		4	\|a Wave overtopping
650		4	\|a Numerical modelling
650		4	\|a Boussinesq
650		4	\|a Harbour resonance
650		4	\|a Field measurements
700	1		\|a Kalligeris, Nikos \|e verfasserin \|0 (orcid)0000-0001-5198-2073 \|4 aut
700	1		\|a Lynett, Patrick J. \|e verfasserin \|0 (orcid)0000-0002-2856-9405 \|4 aut
700	1		\|a Skanavis, Vassilios L. \|e verfasserin \|0 (orcid)0000-0002-8572-4985 \|4 aut
700	1		\|a Synolakis, Costas E. \|e verfasserin \|0 (orcid)0000-0003-0140-5379 \|4 aut
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Indexfelder

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matchkey_str	article:18727379:2021----::aevropndeoabu
hierarchy_sort_str	2021
bklnumber	56.30
publishDate	2021
allfields	10.1016/j.coastaleng.2021.103973 doi (DE-627)ELV006527787 (ELSEVIER)S0378-3839(21)00128-9 DE-627 ger DE-627 rda eng 550 380 DE-600 56.30 bkl Maravelakis, Nikolaos verfasserin (orcid)0000-0002-1798-2034 aut Wave overtopping due to harbour resonance 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven. Wave overtopping Numerical modelling Boussinesq Harbour resonance Field measurements Kalligeris, Nikos verfasserin (orcid)0000-0001-5198-2073 aut Lynett, Patrick J. verfasserin (orcid)0000-0002-2856-9405 aut Skanavis, Vassilios L. verfasserin (orcid)0000-0002-8572-4985 aut Synolakis, Costas E. verfasserin (orcid)0000-0003-0140-5379 aut Enthalten in Coastal engineering Amsterdam [u.a.] : Elsevier Science, 1977 169 Online-Ressource (DE-627)320596729 (DE-600)2019650-7 (DE-576)25927173X 1872-7379 nnns volume:169 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.30 Wasserbau AR 169
spelling	10.1016/j.coastaleng.2021.103973 doi (DE-627)ELV006527787 (ELSEVIER)S0378-3839(21)00128-9 DE-627 ger DE-627 rda eng 550 380 DE-600 56.30 bkl Maravelakis, Nikolaos verfasserin (orcid)0000-0002-1798-2034 aut Wave overtopping due to harbour resonance 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven. Wave overtopping Numerical modelling Boussinesq Harbour resonance Field measurements Kalligeris, Nikos verfasserin (orcid)0000-0001-5198-2073 aut Lynett, Patrick J. verfasserin (orcid)0000-0002-2856-9405 aut Skanavis, Vassilios L. verfasserin (orcid)0000-0002-8572-4985 aut Synolakis, Costas E. verfasserin (orcid)0000-0003-0140-5379 aut Enthalten in Coastal engineering Amsterdam [u.a.] : Elsevier Science, 1977 169 Online-Ressource (DE-627)320596729 (DE-600)2019650-7 (DE-576)25927173X 1872-7379 nnns volume:169 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.30 Wasserbau AR 169
allfields_unstemmed	10.1016/j.coastaleng.2021.103973 doi (DE-627)ELV006527787 (ELSEVIER)S0378-3839(21)00128-9 DE-627 ger DE-627 rda eng 550 380 DE-600 56.30 bkl Maravelakis, Nikolaos verfasserin (orcid)0000-0002-1798-2034 aut Wave overtopping due to harbour resonance 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven. Wave overtopping Numerical modelling Boussinesq Harbour resonance Field measurements Kalligeris, Nikos verfasserin (orcid)0000-0001-5198-2073 aut Lynett, Patrick J. verfasserin (orcid)0000-0002-2856-9405 aut Skanavis, Vassilios L. verfasserin (orcid)0000-0002-8572-4985 aut Synolakis, Costas E. verfasserin (orcid)0000-0003-0140-5379 aut Enthalten in Coastal engineering Amsterdam [u.a.] : Elsevier Science, 1977 169 Online-Ressource (DE-627)320596729 (DE-600)2019650-7 (DE-576)25927173X 1872-7379 nnns volume:169 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.30 Wasserbau AR 169
allfieldsGer	10.1016/j.coastaleng.2021.103973 doi (DE-627)ELV006527787 (ELSEVIER)S0378-3839(21)00128-9 DE-627 ger DE-627 rda eng 550 380 DE-600 56.30 bkl Maravelakis, Nikolaos verfasserin (orcid)0000-0002-1798-2034 aut Wave overtopping due to harbour resonance 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven. Wave overtopping Numerical modelling Boussinesq Harbour resonance Field measurements Kalligeris, Nikos verfasserin (orcid)0000-0001-5198-2073 aut Lynett, Patrick J. verfasserin (orcid)0000-0002-2856-9405 aut Skanavis, Vassilios L. verfasserin (orcid)0000-0002-8572-4985 aut Synolakis, Costas E. verfasserin (orcid)0000-0003-0140-5379 aut Enthalten in Coastal engineering Amsterdam [u.a.] : Elsevier Science, 1977 169 Online-Ressource (DE-627)320596729 (DE-600)2019650-7 (DE-576)25927173X 1872-7379 nnns volume:169 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.30 Wasserbau AR 169
allfieldsSound	10.1016/j.coastaleng.2021.103973 doi (DE-627)ELV006527787 (ELSEVIER)S0378-3839(21)00128-9 DE-627 ger DE-627 rda eng 550 380 DE-600 56.30 bkl Maravelakis, Nikolaos verfasserin (orcid)0000-0002-1798-2034 aut Wave overtopping due to harbour resonance 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven. Wave overtopping Numerical modelling Boussinesq Harbour resonance Field measurements Kalligeris, Nikos verfasserin (orcid)0000-0001-5198-2073 aut Lynett, Patrick J. verfasserin (orcid)0000-0002-2856-9405 aut Skanavis, Vassilios L. verfasserin (orcid)0000-0002-8572-4985 aut Synolakis, Costas E. verfasserin (orcid)0000-0003-0140-5379 aut Enthalten in Coastal engineering Amsterdam [u.a.] : Elsevier Science, 1977 169 Online-Ressource (DE-627)320596729 (DE-600)2019650-7 (DE-576)25927173X 1872-7379 nnns volume:169 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.30 Wasserbau AR 169
language	English
source	Enthalten in Coastal engineering 169 volume:169
sourceStr	Enthalten in Coastal engineering 169 volume:169
format_phy_str_mv	Article
bklname	Wasserbau
institution	findex.gbv.de
topic_facet	Wave overtopping Numerical modelling Boussinesq Harbour resonance Field measurements
dewey-raw	550
isfreeaccess_bool	false
container_title	Coastal engineering
authorswithroles_txt_mv	Maravelakis, Nikolaos @@aut@@ Kalligeris, Nikos @@aut@@ Lynett, Patrick J. @@aut@@ Skanavis, Vassilios L. @@aut@@ Synolakis, Costas E. @@aut@@
publishDateDaySort_date	2021-01-01T00:00:00Z
hierarchy_top_id	320596729
dewey-sort	3550
id	ELV006527787
language_de	englisch
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author	Maravelakis, Nikolaos
spellingShingle	Maravelakis, Nikolaos ddc 550 bkl 56.30 misc Wave overtopping misc Numerical modelling misc Boussinesq misc Harbour resonance misc Field measurements Wave overtopping due to harbour resonance
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topic_title	550 380 DE-600 56.30 bkl Wave overtopping due to harbour resonance Wave overtopping Numerical modelling Boussinesq Harbour resonance Field measurements
topic	ddc 550 bkl 56.30 misc Wave overtopping misc Numerical modelling misc Boussinesq misc Harbour resonance misc Field measurements
topic_unstemmed	ddc 550 bkl 56.30 misc Wave overtopping misc Numerical modelling misc Boussinesq misc Harbour resonance misc Field measurements
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title	Wave overtopping due to harbour resonance
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title_full	Wave overtopping due to harbour resonance
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title_sort	wave overtopping due to harbour resonance
title_auth	Wave overtopping due to harbour resonance
abstract	Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven.
abstractGer	Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven.
abstract_unstemmed	Harbour resonance and its contribution to wave overtopping are examined for a small irregular-shaped harbour in the eastern Mediterranean. Offshore wave measurements are used to determine the incident wave conditions during storm events. Resonant periods of the harbour basin are identified through in situ measurements at four different deployment locations during multiple storm events. Numerical simulations using a Boussinesq-type model and an idealised offshore spectrum yielded similar resonant frequencies to the field measurements and allowed us to visualise the corresponding resonant modes. Wave overtopping along the vertical docks of the harbour is inferred by combining numerical time series of free surface elevation with EurOtop formulae. Two approaches to estimate wave overtopping rates are examined and compared: a novel approach considering wave energy in the sea-swell frequency range and varying the freeboard through time series in the infragravity frequency range, and the conventional method that considers spectral parameters along the entire frequency range. The novel approach provides an estimate for the contribution of harbour resonance to wave overtopping considering that infragravity wave energy inside the basin is mainly resonance-driven.
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title_short	Wave overtopping due to harbour resonance
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author2	Kalligeris, Nikos Lynett, Patrick J. Skanavis, Vassilios L. Synolakis, Costas E.
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doi_str	10.1016/j.coastaleng.2021.103973
up_date	2024-07-06T21:41:13.035Z
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