Floating breakwater concept for large LNG terminals. Part 2: optimization
Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parame...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Ruggeri, F. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2017 |
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| Schlagwörter: |
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| Anmerkung: |
© Sociedade Brasileira de Engenharia Naval 2017 |
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| Übergeordnetes Werk: |
Enthalten in: Marine Systems & Ocean Technology - New York, NY [u.a.] : Springer international, 2004, 12(2017), 4 vom: 12. Sept., Seite 231-242 |
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| Übergeordnetes Werk: |
volume:12 ; year:2017 ; number:4 ; day:12 ; month:09 ; pages:231-242 |
| Links: |
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| DOI / URN: |
10.1007/s40868-017-0039-x |
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| Katalog-ID: |
SPR037946749 |
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| 520 | |a Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. | ||
| 650 | 4 | |a Floating Breakwater |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Optimization of floating structures |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Wave attenuation |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Uruguay LNG terminal |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Watai, R. A. |4 aut | |
| 700 | 1 | |a Rosetti, G. F. |4 aut | |
| 700 | 1 | |a Lavieri, R. S. |4 aut | |
| 700 | 1 | |a Dotta, R. |4 aut | |
| 700 | 1 | |a Ferrari, J. A. |4 aut | |
| 700 | 1 | |a Nishimoto, K. |4 aut | |
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10.1007/s40868-017-0039-x doi (DE-627)SPR037946749 (SPR)s40868-017-0039-x-e DE-627 ger DE-627 rakwb eng Ruggeri, F. verfasserin aut Floating breakwater concept for large LNG terminals. Part 2: optimization 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Sociedade Brasileira de Engenharia Naval 2017 Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. Floating Breakwater (dpeaa)DE-He213 Optimization of floating structures (dpeaa)DE-He213 Wave attenuation (dpeaa)DE-He213 Uruguay LNG terminal (dpeaa)DE-He213 Watai, R. A. aut Rosetti, G. F. aut Lavieri, R. S. aut Dotta, R. aut Ferrari, J. A. aut Nishimoto, K. aut Enthalten in Marine Systems & Ocean Technology New York, NY [u.a.] : Springer international, 2004 12(2017), 4 vom: 12. Sept., Seite 231-242 (DE-627)827030479 (DE-600)2823575-7 2199-4749 nnns volume:12 year:2017 number:4 day:12 month:09 pages:231-242 https://dx.doi.org/10.1007/s40868-017-0039-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 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_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 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_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 12 2017 4 12 09 231-242 |
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10.1007/s40868-017-0039-x doi (DE-627)SPR037946749 (SPR)s40868-017-0039-x-e DE-627 ger DE-627 rakwb eng Ruggeri, F. verfasserin aut Floating breakwater concept for large LNG terminals. Part 2: optimization 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Sociedade Brasileira de Engenharia Naval 2017 Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. Floating Breakwater (dpeaa)DE-He213 Optimization of floating structures (dpeaa)DE-He213 Wave attenuation (dpeaa)DE-He213 Uruguay LNG terminal (dpeaa)DE-He213 Watai, R. A. aut Rosetti, G. F. aut Lavieri, R. S. aut Dotta, R. aut Ferrari, J. A. aut Nishimoto, K. aut Enthalten in Marine Systems & Ocean Technology New York, NY [u.a.] : Springer international, 2004 12(2017), 4 vom: 12. Sept., Seite 231-242 (DE-627)827030479 (DE-600)2823575-7 2199-4749 nnns volume:12 year:2017 number:4 day:12 month:09 pages:231-242 https://dx.doi.org/10.1007/s40868-017-0039-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 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_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 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_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 12 2017 4 12 09 231-242 |
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10.1007/s40868-017-0039-x doi (DE-627)SPR037946749 (SPR)s40868-017-0039-x-e DE-627 ger DE-627 rakwb eng Ruggeri, F. verfasserin aut Floating breakwater concept for large LNG terminals. Part 2: optimization 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Sociedade Brasileira de Engenharia Naval 2017 Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. Floating Breakwater (dpeaa)DE-He213 Optimization of floating structures (dpeaa)DE-He213 Wave attenuation (dpeaa)DE-He213 Uruguay LNG terminal (dpeaa)DE-He213 Watai, R. A. aut Rosetti, G. F. aut Lavieri, R. S. aut Dotta, R. aut Ferrari, J. A. aut Nishimoto, K. aut Enthalten in Marine Systems & Ocean Technology New York, NY [u.a.] : Springer international, 2004 12(2017), 4 vom: 12. Sept., Seite 231-242 (DE-627)827030479 (DE-600)2823575-7 2199-4749 nnns volume:12 year:2017 number:4 day:12 month:09 pages:231-242 https://dx.doi.org/10.1007/s40868-017-0039-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 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_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 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_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 12 2017 4 12 09 231-242 |
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10.1007/s40868-017-0039-x doi (DE-627)SPR037946749 (SPR)s40868-017-0039-x-e DE-627 ger DE-627 rakwb eng Ruggeri, F. verfasserin aut Floating breakwater concept for large LNG terminals. Part 2: optimization 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Sociedade Brasileira de Engenharia Naval 2017 Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. Floating Breakwater (dpeaa)DE-He213 Optimization of floating structures (dpeaa)DE-He213 Wave attenuation (dpeaa)DE-He213 Uruguay LNG terminal (dpeaa)DE-He213 Watai, R. A. aut Rosetti, G. F. aut Lavieri, R. S. aut Dotta, R. aut Ferrari, J. A. aut Nishimoto, K. aut Enthalten in Marine Systems & Ocean Technology New York, NY [u.a.] : Springer international, 2004 12(2017), 4 vom: 12. Sept., Seite 231-242 (DE-627)827030479 (DE-600)2823575-7 2199-4749 nnns volume:12 year:2017 number:4 day:12 month:09 pages:231-242 https://dx.doi.org/10.1007/s40868-017-0039-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 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_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 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_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 12 2017 4 12 09 231-242 |
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10.1007/s40868-017-0039-x doi (DE-627)SPR037946749 (SPR)s40868-017-0039-x-e DE-627 ger DE-627 rakwb eng Ruggeri, F. verfasserin aut Floating breakwater concept for large LNG terminals. Part 2: optimization 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Sociedade Brasileira de Engenharia Naval 2017 Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. Floating Breakwater (dpeaa)DE-He213 Optimization of floating structures (dpeaa)DE-He213 Wave attenuation (dpeaa)DE-He213 Uruguay LNG terminal (dpeaa)DE-He213 Watai, R. A. aut Rosetti, G. F. aut Lavieri, R. S. aut Dotta, R. aut Ferrari, J. A. aut Nishimoto, K. aut Enthalten in Marine Systems & Ocean Technology New York, NY [u.a.] : Springer international, 2004 12(2017), 4 vom: 12. Sept., Seite 231-242 (DE-627)827030479 (DE-600)2823575-7 2199-4749 nnns volume:12 year:2017 number:4 day:12 month:09 pages:231-242 https://dx.doi.org/10.1007/s40868-017-0039-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 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_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 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_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 12 2017 4 12 09 231-242 |
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Ruggeri, F. |
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Ruggeri, F. misc Floating Breakwater misc Optimization of floating structures misc Wave attenuation misc Uruguay LNG terminal Floating breakwater concept for large LNG terminals. Part 2: optimization |
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Floating breakwater concept for large LNG terminals. Part 2: optimization Floating Breakwater (dpeaa)DE-He213 Optimization of floating structures (dpeaa)DE-He213 Wave attenuation (dpeaa)DE-He213 Uruguay LNG terminal (dpeaa)DE-He213 |
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Floating breakwater concept for large LNG terminals. Part 2: optimization |
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floating breakwater concept for large lng terminals. part 2: optimization |
| title_auth |
Floating breakwater concept for large LNG terminals. Part 2: optimization |
| abstract |
Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. © Sociedade Brasileira de Engenharia Naval 2017 |
| abstractGer |
Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. © Sociedade Brasileira de Engenharia Naval 2017 |
| abstract_unstemmed |
Abstract In sequence of Part 1 of this two-part paper, this article describes the development and application of an optimization model developed for the design of a floating breakwater that has the main function of protecting large LNG vessels from sea waves. The model consists basically of a parametric model coupled to an optimization algorithm that evaluates a variety of breakwater geometries and searches for the one presenting the lowest construction cost, subjected to different constraints such as wave attenuation capability, stability margin, maximum structural loads, and uptime level. This methodology is applied to Uruguay’s coastal waters, which place is chosen because it presents harsh sea states in the Atlantic South region and would thus represent a big challenge for the feasibility of a floating breakwater. Results are discussed in terms of the geometry that presented the lowest cost considering an uptime level greater than 90%. For this geometry, a mooring system arrangement is also proposed in order to keep breakwater positioning passively while satisfying the maximum offset requirements. © Sociedade Brasileira de Engenharia Naval 2017 |
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Floating breakwater concept for large LNG terminals. Part 2: optimization |
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https://dx.doi.org/10.1007/s40868-017-0039-x |
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Watai, R. A. Rosetti, G. F. Lavieri, R. S. Dotta, R. Ferrari, J. A. Nishimoto, K. |
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Watai, R. A. Rosetti, G. F. Lavieri, R. S. Dotta, R. Ferrari, J. A. Nishimoto, K. |
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827030479 |
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| doi_str |
10.1007/s40868-017-0039-x |
| up_date |
2024-07-03T15:19:33.754Z |
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| score |
7.3999653 |