Analytical modelling of solitary wave diffraction from a V-shaped breakwater

This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid d...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Zhai, Zhenfeng [verfasserIn] Hu, Qing [verfasserIn] Ye, Weifeng [verfasserIn] Huang, Hua [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Solitary wave V-shaped breakwater Arc-shaped breakwater Analytical derivation

Übergeordnetes Werk:	Enthalten in: Ocean engineering - Amsterdam [u.a.] : Elsevier Science, 1970, 230
Übergeordnetes Werk:	volume:230

DOI / URN:	10.1016/j.oceaneng.2021.109014

Katalog-ID:	ELV006085806

Internformat


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245	1	0	\|a Analytical modelling of solitary wave diffraction from a V-shaped breakwater
264		1	\|c 2021
336			\|a nicht spezifiziert \|b zzz \|2 rdacontent
337			\|a Computermedien \|b c \|2 rdamedia
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520			\|a This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up.
650		4	\|a Solitary wave
650		4	\|a V-shaped breakwater
650		4	\|a Arc-shaped breakwater
650		4	\|a Analytical derivation
700	1		\|a Hu, Qing \|e verfasserin \|4 aut
700	1		\|a Ye, Weifeng \|e verfasserin \|4 aut
700	1		\|a Huang, Hua \|e verfasserin \|4 aut
773	0	8	\|i Enthalten in \|t Ocean engineering \|d Amsterdam [u.a.] : Elsevier Science, 1970 \|g 230 \|h Online-Ressource \|w (DE-627)30658977X \|w (DE-600)1498543-3 \|w (DE-576)259484164 \|x 0029-8018 \|7 nnns
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912			\|a GBV_ILN_62
912			\|a GBV_ILN_63
912			\|a GBV_ILN_65
912			\|a GBV_ILN_69
912			\|a GBV_ILN_70
912			\|a GBV_ILN_73
912			\|a GBV_ILN_74
912			\|a GBV_ILN_90
912			\|a GBV_ILN_95
912			\|a GBV_ILN_100
912			\|a GBV_ILN_105
912			\|a GBV_ILN_110
912			\|a GBV_ILN_150
912			\|a GBV_ILN_151
912			\|a GBV_ILN_224
912			\|a GBV_ILN_370
912			\|a GBV_ILN_602
912			\|a GBV_ILN_702
912			\|a GBV_ILN_2003
912			\|a GBV_ILN_2004
912			\|a GBV_ILN_2005
912			\|a GBV_ILN_2006
912			\|a GBV_ILN_2008
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912			\|a GBV_ILN_2025
912			\|a GBV_ILN_2027
912			\|a GBV_ILN_2034
912			\|a GBV_ILN_2038
912			\|a GBV_ILN_2044
912			\|a GBV_ILN_2048
912			\|a GBV_ILN_2049
912			\|a GBV_ILN_2050
912			\|a GBV_ILN_2056
912			\|a GBV_ILN_2059
912			\|a GBV_ILN_2061
912			\|a GBV_ILN_2064
912			\|a GBV_ILN_2065
912			\|a GBV_ILN_2068
912			\|a GBV_ILN_2088
912			\|a GBV_ILN_2111
912			\|a GBV_ILN_2112
912			\|a GBV_ILN_2113
912			\|a GBV_ILN_2118
912			\|a GBV_ILN_2122
912			\|a GBV_ILN_2129
912			\|a GBV_ILN_2143
912			\|a GBV_ILN_2147
912			\|a GBV_ILN_2148
912			\|a GBV_ILN_2152
912			\|a GBV_ILN_2153
912			\|a GBV_ILN_2190
912			\|a GBV_ILN_2336
912			\|a GBV_ILN_2470
912			\|a GBV_ILN_2507
912			\|a GBV_ILN_2522
912			\|a GBV_ILN_4035
912			\|a GBV_ILN_4037
912			\|a GBV_ILN_4046
912			\|a GBV_ILN_4112
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912			\|a GBV_ILN_4126
912			\|a GBV_ILN_4242
912			\|a GBV_ILN_4251
912			\|a GBV_ILN_4305
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912			\|a GBV_ILN_4323
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912			\|a GBV_ILN_4325
912			\|a GBV_ILN_4326
912			\|a GBV_ILN_4333
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936	b	k	\|a 50.92 \|j Meerestechnik
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Indexfelder

author_variant	z z zz q h qh w y wy h h hh
matchkey_str	article:00298018:2021----::nltcloelnosltrwvdfrcinrm
hierarchy_sort_str	2021
bklnumber	50.92
publishDate	2021
allfields	10.1016/j.oceaneng.2021.109014 doi (DE-627)ELV006085806 (ELSEVIER)S0029-8018(21)00449-2 DE-627 ger DE-627 rda eng 690 DE-600 50.92 bkl Zhai, Zhenfeng verfasserin aut Analytical modelling of solitary wave diffraction from a V-shaped breakwater 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up. Solitary wave V-shaped breakwater Arc-shaped breakwater Analytical derivation Hu, Qing verfasserin aut Ye, Weifeng verfasserin aut Huang, Hua verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 230 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:230 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_2006 GBV_ILN_2008 GBV_ILN_2010 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_2088 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 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 50.92 Meerestechnik AR 230
spelling	10.1016/j.oceaneng.2021.109014 doi (DE-627)ELV006085806 (ELSEVIER)S0029-8018(21)00449-2 DE-627 ger DE-627 rda eng 690 DE-600 50.92 bkl Zhai, Zhenfeng verfasserin aut Analytical modelling of solitary wave diffraction from a V-shaped breakwater 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up. Solitary wave V-shaped breakwater Arc-shaped breakwater Analytical derivation Hu, Qing verfasserin aut Ye, Weifeng verfasserin aut Huang, Hua verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 230 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:230 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_2006 GBV_ILN_2008 GBV_ILN_2010 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_2088 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 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 50.92 Meerestechnik AR 230
allfields_unstemmed	10.1016/j.oceaneng.2021.109014 doi (DE-627)ELV006085806 (ELSEVIER)S0029-8018(21)00449-2 DE-627 ger DE-627 rda eng 690 DE-600 50.92 bkl Zhai, Zhenfeng verfasserin aut Analytical modelling of solitary wave diffraction from a V-shaped breakwater 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up. Solitary wave V-shaped breakwater Arc-shaped breakwater Analytical derivation Hu, Qing verfasserin aut Ye, Weifeng verfasserin aut Huang, Hua verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 230 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:230 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_2006 GBV_ILN_2008 GBV_ILN_2010 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_2088 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 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 50.92 Meerestechnik AR 230
allfieldsGer	10.1016/j.oceaneng.2021.109014 doi (DE-627)ELV006085806 (ELSEVIER)S0029-8018(21)00449-2 DE-627 ger DE-627 rda eng 690 DE-600 50.92 bkl Zhai, Zhenfeng verfasserin aut Analytical modelling of solitary wave diffraction from a V-shaped breakwater 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up. Solitary wave V-shaped breakwater Arc-shaped breakwater Analytical derivation Hu, Qing verfasserin aut Ye, Weifeng verfasserin aut Huang, Hua verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 230 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:230 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_2006 GBV_ILN_2008 GBV_ILN_2010 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_2088 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 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 50.92 Meerestechnik AR 230
allfieldsSound	10.1016/j.oceaneng.2021.109014 doi (DE-627)ELV006085806 (ELSEVIER)S0029-8018(21)00449-2 DE-627 ger DE-627 rda eng 690 DE-600 50.92 bkl Zhai, Zhenfeng verfasserin aut Analytical modelling of solitary wave diffraction from a V-shaped breakwater 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up. Solitary wave V-shaped breakwater Arc-shaped breakwater Analytical derivation Hu, Qing verfasserin aut Ye, Weifeng verfasserin aut Huang, Hua verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 230 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:230 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_2006 GBV_ILN_2008 GBV_ILN_2010 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_2088 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 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 50.92 Meerestechnik AR 230
language	English
source	Enthalten in Ocean engineering 230 volume:230
sourceStr	Enthalten in Ocean engineering 230 volume:230
format_phy_str_mv	Article
bklname	Meerestechnik
institution	findex.gbv.de
topic_facet	Solitary wave V-shaped breakwater Arc-shaped breakwater Analytical derivation
dewey-raw	690
isfreeaccess_bool	false
container_title	Ocean engineering
authorswithroles_txt_mv	Zhai, Zhenfeng @@aut@@ Hu, Qing @@aut@@ Ye, Weifeng @@aut@@ Huang, Hua @@aut@@
publishDateDaySort_date	2021-01-01T00:00:00Z
hierarchy_top_id	30658977X
dewey-sort	3690
id	ELV006085806
language_de	englisch
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author	Zhai, Zhenfeng
spellingShingle	Zhai, Zhenfeng ddc 690 bkl 50.92 misc Solitary wave misc V-shaped breakwater misc Arc-shaped breakwater misc Analytical derivation Analytical modelling of solitary wave diffraction from a V-shaped breakwater
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topic_title	690 DE-600 50.92 bkl Analytical modelling of solitary wave diffraction from a V-shaped breakwater Solitary wave V-shaped breakwater Arc-shaped breakwater Analytical derivation
topic	ddc 690 bkl 50.92 misc Solitary wave misc V-shaped breakwater misc Arc-shaped breakwater misc Analytical derivation
topic_unstemmed	ddc 690 bkl 50.92 misc Solitary wave misc V-shaped breakwater misc Arc-shaped breakwater misc Analytical derivation
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title	Analytical modelling of solitary wave diffraction from a V-shaped breakwater
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title_full	Analytical modelling of solitary wave diffraction from a V-shaped breakwater
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author_browse	Zhai, Zhenfeng Hu, Qing Ye, Weifeng Huang, Hua
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title_sort	analytical modelling of solitary wave diffraction from a v-shaped breakwater
title_auth	Analytical modelling of solitary wave diffraction from a V-shaped breakwater
abstract	This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up.
abstractGer	This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up.
abstract_unstemmed	This analytical study presents the solitary wave interaction with a bottom-mounted surface-piercing V-shaped breakwater. The breakwater is impermeable, thin, and rigidly fixed on the bottom. As a key element, an imaginary closed cylinder with an arm’s length radius was introduced so that the fluid domain was divided into three subdomains by an imaginary interface, within which the solutions were described by eigenfunctions. Furthermore, by satisfying the boundary and matching conditions in the subdomains, the velocity potential at any point in the fluid domain could be determined. The numerical results obtained for the limiting cases were verified by a comparison with previous predictions for a straight breakwater. The effects of the wave incident angle, opening angle of the breakwater, and wave-effect parameter on wave loads and wave run-up were studied. Furthermore, comparison and analysis of the hydrodynamic performance of the V-shaped and arc-shaped breakwaters with a similar structure showed that they had a similar wave attenuation effect. However, the V-shaped breakwater was subject to smaller wave loads. Moreover, for solitary wave diffraction caused by the breakwater, the Airy wave model might significantly underestimate wave run-up.
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title_short	Analytical modelling of solitary wave diffraction from a V-shaped breakwater
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doi_str	10.1016/j.oceaneng.2021.109014
up_date	2024-07-06T20:10:30.168Z
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Analytical modelling of solitary wave diffraction from a V-shaped breakwater

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